Public Health Engineering Department Tender

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Public Health Engineering Department - PHED Tender

Works
Civil And Construction
Water Storage And Supply
Eprocure

Opening Date

7 Sep 2021

Closing Date

3 Nov 2021

Tender Amount

₹ 61,96,196 
This is an estimated amount, exact amount may vary.
Notes
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Costs

Summary

Niet -13 Of 2021-22 Of Ee/bqa,phe Dte ( Sl No - 4)

Description

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BOQ Items

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DO_NOT_SHOW

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ii) 3rd party inspection of UPVC pipe & specials to be done by CEPET or (India) SGS/NTH Kolkata or as per direction of EIC as per approved vender list.

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iii)No part payment at any stage on account of supply of materials shall be entertained.

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iv)Payment will be made on actual consumption of materials.

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v)UPVC pipes for the works to be supplied as per approved vendor list and as per direction & satisfaction of EIC. No pipes will be allowed beyond recommendated vendor list.

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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.

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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

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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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(A) Pressure Rating : Class - III

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(ii) Laying of pipe line including cost of pipe & fittings/specials but excluding cost of valves.

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a) 50 mm O.D.

2000

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137

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b) 63 mm O.D.

2725

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190

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c) 75 mm (OD)

2300

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232

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d) 90 mm (OD)

1700

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311

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e) 110 mm (OD)

160

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427

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f)160 mm (OD)

130

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876

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g)250 mm (OD)

70

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2024

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Filling the pipe line with water, testing hydraulically as per I.S 3114-1965 (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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B) For UPVC/HDPE Pipe

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a) 50 mm O.D.

2000

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2.92

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b) 63 mm O.D.

2725

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3.13

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c) 75 mm (OD)

2300

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3.15

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d) 90 mm (OD)

1700

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3.6

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e) 110 mm (OD)

160

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3.78

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f)160 mm (OD)

130

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4.78

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g)250 mm (OD)

70

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6.79

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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 in residual chlorine not less than 15mg/ltrs. after 24hrs. 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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a) 50 mm O.D.

2000

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0.56

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b) 63 mm O.D.

2725

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0.62

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c) 75 mm (OD)

2300

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0.69

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d) 90 mm (OD)

1700

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0.88

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e) 110 mm (OD)

160

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1.08

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f)160 mm (OD)

130

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1.73

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g)250 mm (OD)

70

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3.5

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Supplying , fitting, fixing of different dia. Saddle piece including tapping of distribubution main complete in all respect as per direction of EIC

5

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111.32

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Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete.

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(a) Depth of excavation not exceeding 1,500 mm.

6

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119.27

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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)

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(a) With earth obtained from excavation of foundation.

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77.54

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Supplying, fitting and fixing PVC pipes for underground work of approved make of Schedule 80 (medium duty) conforming to ASTMD - 1785 and threaded to match with GI Pipes as per IS : 1239 (Part - I). with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbo, nipple, longscrew, reducing socket, reducing tee, short piece etc. fitted including cost of all materials ,jointing materials, cutting pipes, making threads ,cutting trenches upto 1.5 metre below surface in all sorts of soil and refilling the same as directed complete in all respect. (Payment will be made on the centre line measurement of the total pipe line including all specials No separate payment will be made for accessories, specials.)

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PVC Pipes

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(Dia)

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25 mm

250

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191

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Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m.

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-

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a) In ground floor including roof.

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a) upto 150 mm. thick

40

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939

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Making holes in two sides of wall of culvert/drain or any other structures in any places for laying any dia pipe line within structures intwo sides of wall of culvert /drain /any structure at any places and mending good damages all complete as per direction of EIC.

346

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567

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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.

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(d) With local hard blackstone variety chips (crusher broken)

40

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4218

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Crossing any kind of water main or casing pipe horizontally by water jet system across the any type of black top metal road including pumping out water filling bore gap by sand blowing if required making arrangement for perfect horizontal bore, excavation of drilling and receiving pit required water arrangement, barricading, signaling, laying pushing water main (casing pipe ) filling excavation pit restoration of worksite all complete as per direction and satisfaction of E.I.C. a) Within Bishnupur Sub Division under Bankura Division PHE Dte

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i) In ordinary soil for dia upto 200 mm.

84

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526.27

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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

2

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1023

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Supply of G. I. pipes of TATA make including necessary sockets.

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(c) 25 mm dia.

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(ii) Medium quality

250

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233

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Supply of G. I. pipes of NON TATA make including necessary sockets.

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(a) 100 mm dia. (Medium Quality)

48

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664

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Collection of house hold details at Prescribed Formate through Mobile App / Hard Copy including Geo- Reference as directed by EIC and submission of the same to PHE Dte in soft copy.

799

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28

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(A) 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)

40

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375.21

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Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches.

250

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24

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Construction of different dia Sluice valve /Air valve /Washout chamber in 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]

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a) 80 mm dia. to 150mm dia.

12

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11804

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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.R- 12/Gr-13 non-magnetic, nuts seat rings are of Gunonetal as per IS:318 LTB-2 flanges and drilled to IS:1538 Part IV & VI valves are suitable for max. working pressure of 10kg/cm2(seat test) and body tested to 15kg/cm2. N.B: The above item should be procured from the reputed manufactures as per deptt. approved vender list

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a) 100 mm dia.

7

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6138

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b) 80 mm dia.

5

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4758.47

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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.

9085

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0.38

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Add GST 12 % ( CGST 6 % + SGST 6%)

1

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658754.42

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Add Cess 1 %

1

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61483.75



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