Public Health Engineering Department Tender
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Public Health Engineering Department - PHED Tender
Civil And Construction
Eprocure
Opening Date27 Sep 2024
Closing Date28 Oct 2024
Tender Amount₹ 81,73,616
Costs
EMD
₹ 1,63,472Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Balance Works Under The Augmentation Scheme Of Zone-x At Diamond Harbour- I Block For Providing Balance Pipe Lying Works, Road Restoration Works Etc. Under Mega Surface Water Based Water Supply Scheme For Falta- Mathurapur, District South 24 Parganas
Description
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Contact
Tender Id
2024_PHED_759158_1Bid Award Id
ViewTender No
WBPHED/EE/NIeT-50/AD/2024-2025Tender Authority
Public Health Engineering Department ViewPurchaser Address
-Website
http://https://www.wbphed.gov.in/en/
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Documents
BOQ Items
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vi)Submission of drawing of pipe line with statement of materials consumed between node to node points against each R.A. & final bill.if so.
vii) Any deviation from required clear cover of 1.10mtr.due to site adverse condition, prior permission is to be obtained from EIC and payment for such work will be made on prorate basis over the rate of entire item.
viii)All pipe connection shall be completed in all respect and as per directionof EIC. Decision of EIC in this respect is final & binding. In case of any deviation/or any left out pipe connections an amount of Rs.10,000.00 for each pipe connection will be realized/recovered from the bill.
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(ii) Laying of pipe line including cost of pipe & fittings/specials but excluding cost of valves.
(A) Pressure Rating : Class - III
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-
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a) 140 mm (OD)
200
157000
785
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b) 110 mm (OD)
300
141300
471
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c) 90 mm (OD)
4000
1368000
342
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d) 75 mm (OD)
4500
1161000
258
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e) 63 mm (OD)
2500
505000
202
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Filling the pipeline with water, testing hydraulically asper I.S3114-1965 (Article-6) in section of a length not exceeding 500mtr. for head of pressure as per specification including supplying installing and fixing all equipments such as diesel pump set, blank flange, pressure gauge, valve, pressure pump and all other tools and plants including drilling topping and plugging of necessary holes to pipes, blocking ends providing temporary thrust block and subsequent blocking of holes and other jointing materials and dismantling and removal of the same including disposal of water etc. all complete as per specification and direction of EIC. The rate is inclusive of cost of requisite water to be arranged by the contractor (Recovery rate of water @ Rs.10.00/m3,if contractor used water from deptt. source).
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-
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B) For UPVC/HDPE Pipe
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-
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a) 140 mm (OD)
200
756
3.78
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b) 110 mm (OD)
300
1272
4.24
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c) 90 mm (OD)
4000
14400
3.6
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d) 75 mm (OD)
4500
14175
3.15
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e) 63 mm (OD)
2500
7825
3.13
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Cleaning thoroughly the inner surface of pipe line including specials and valves by flushing with water and subsequently disinfection of the same pipe line by flushing again with water containing bleaching powder resulting inresidual chlorinenot less than15mg/ltrs. after 24 hrs. of such filling including laboratory testing of water samples obtain from the disinfested pipe line and disposal of water from the pipe line after completion of the work. The rates including of cost of requisite water to be arranged by the contractor) (The rate of water @Rs. 10/m3 may be recovered, if the contractor used water from deptt. source).
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B) For UPVC/HDPE Pipe
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-
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a) 140 mm (OD)
200
288
1.44
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b) 110 mm (OD)
300
324
1.08
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c) 90 mm (OD)
4000
3520
0.88
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d) 75 mm (OD)
4500
3105
0.69
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e) 63 mm (OD)
2500
1550
0.62
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Supply and delivery of CIDF sluice valve (Special type) PW-1.00 of different dia make with CI double flanged non rusting spindle sluice valves conforming to IS 14846 -2000 with latest emended having body dome/bonnet and cover of C.I.Gr-F.G 210mtr. spindle of IS-6603 G.R12/Gr-13non-magnetic, nuts seatrings are of Gun one tal as per IS:318LTB-2 flanges and drilled to IS:1538 PartIV &VI valves are suitable forma x. working pressure of 10kg/cm2 (seattest) and body tested to 15kg/cm2.
N.B: The above item should be procured from the reputed manufactures as per deptt. approved vender list
a)100 mm dia.
3
18414
6138
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Cast iron double flanged Non- Rising Spindle Sluice Valve generally confirming to IS 14846 having body door /dome/Bonnet and cover of cast Iron Gr FG 260, Spindle of
IS 6603, Gr-12 cr-13, spindle nut & seat rings are of Gunmetal as per IS:318 LTB 2. Flanges flat faced and drilled to IS:1538 Part IV & VI, Valves are suitable for maximum working pressure of 10/16 kg/sqcm (seat test) and body tested to 15/24 kg/sqcm 350
NB and above valves should be provided with enclosed gear box and antifriction device for ease of operation. All the valves should be tested by closed end method only.
a)80mm dia.
5
32830
6566
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Making flange joint to CIDF pipe, specials, valves etc.with supply of necessary nuts and bolts, rubber insertion of 6kg/m2 (3mm gauge) and materials required including dewatering if any tools and plants, labour cost etc. as per specification and direction of EIC (Nut and bolts shall be of TATA/GKW make)
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-
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a) 100 mm dia.
6
1092
182
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b) 80 mm dia.
10
1120
112
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Construction of different dia Sluice valve/Airvalve/Washout chamberin different sizes for village road where light traffic run and for main road where heavy traffic run as deptt.approved drawing with 25cm thick brick work (1:6) over cement concrete (4:2:1) over a single B/F soling over150mm.thick sand filling in foundation including earth work in excavation and disposal of excess earth from work site with RCC (1:1.5:3) cover slab 100mm / 150mm thick slab on top of chamber with 1% reinforcement in RCC cover slab with necessary opening for operation of valve all complete including cost of labour & materials as per Departmental Dwg. [Reinforcement type:- Other manufactuerers not specified]
a) 80 mm to 150 mm dia pipe
8
101192
12649
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Dismantling all type of plain Cement concrete works, stacking serviceable materials of site and removing rubbish as diected within a lead of 75 mtr. For laying all dia pipeline in ground floor, upto 150 mm thick.
a) Upto 150mm thick
190
178410
939
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Bituminous pucca road (approx. 450mm depth) cutting by using gaiti, chisel, hammer etc. and picking uip the withdrawing excavated materials and remove the same within distance of 30mtr. at least all complete for fixing/crossing all dia of pipe line as per direction of EIC
127
129921
1023
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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 asurement of finished quantity)
152
142303
936.21
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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.
1450
523450
361
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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 A) For restoration of road B) For fixing spout
190
1065827
5609.62
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Bamboo pile walling made of 65 mm to 75 mm dia. Bamboo (in single line) driven about half length into the ground at very close spacing side by side including necessary bamboo stays, ties, runners etc and lining the exposed portion with sheets made form cut-drums fitted and fixed complete as per direction.
a)With bamboos of length above 1.80 m. and up to 2.40 m. each.
350
343700
982
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Drum Sheet Walling 1.40m (av.) high on Sal-bullah / Eucalyptus bullah piling 10 cm dia. and 3.25m long driven 1.75m (av.) below G.L. and 75cm centre to centre including fitting fixing 3 nos. of half bullah pieces (from 10 cm dia) and drum(empty bitumen) sheet (approved condition) of height 1.5m , cutting and straightening drum sheet (each joint must have lap length of min.50mm) including cost of necessary nails, bolts, nuts etc. and providing 2 to 3m long half bullah ties of 10cm dia. @ 2.25 m centre to centre fixed with 10 cm dia. bullah posts driven 1.5m below G.L. including cost of all materials and one coat of coal tarring to all bullah etc. complete as per direction.
(i) Using Eucalyptus bullah
435
541140
1244
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Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work)
c)(iii) With carried earth arranged by the contractor within a radius exceeding 3 km. but not exceeding 5km. including the cost of carried earth.
220
87782
399.01
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Making village road (average 3m width) crossing by horizontal cover boring for accommodation of laying of average 3 (three) nos. 15 mm dia GI pipes for FHTC or as per direction of Engineer-In-Charge
122
22936
188
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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) (a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge
645
216075
335
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Submission of complete detailed drawing of distribution system, rising main etc. after execution of work showing position of different types of valves, fittings/specials sluice valve chamber with location, node to node wise in the sanctioned drawing as completion drawing of the water supply scheme as per direction and satisfaction of EIC. The list of dia. wise fitting/specials, different pipes ;of valve used in the rising main should be shown in the completion drawing (not separate) with verified by SAE & AE in-charge of the scheme. The above drawing will be submitted in 5 copies.
11500
4370
0.38
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Labour for boring (horizontally) through any kind / type of soil for road crossing of laying distribution system including hire charges and labour for supplying of suitable diameter crossing up to full width of road with necessary tools, tackles including necessary arrangement for boring and pushing required including fitting, fixing, jointing, pumping out accumulated water, lighting arrangement etc. complete as per direction of EIC.
i) 100 mm dia
95
34010
358
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ii) 80 mm dia
165
47190
286
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Add @18% GST excluding Item No. 19 Rs. 6790078.92
1
1222214
1222214.21
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Add @1% Labour Welfare Cess excluding Item No. 19 Rs. 8012293.13
1
80122
80122.93
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