Gujarat Water Supply and Sewerage Board execute Drinking Water Projects of fund under flood damage 2025 of Banaskantha District

Name of Work : Permanent Restoration of 168 mm dia M.S Pipeline Kantivas Section & 457 mm dia M.S. Pipeline

Remodelling Section From Vajapur HW UG Sump to ESR Section Due to Flood Damage For Danta-Vadgam-

Palanapur Reg.WSS Ta. Danta, Dist. Banaskantha.

Sr. No. Description of Materials Qty. to be Rate Unit Place of Delivery

1 The Contractor submitting the tender should see that the rate in Schedule - A (of tender documents) are filled by the

Engineer in charge prior of the time of issue of tender.

2 Any additional materials to be supplied free of cost as per Schedule-A if found necessary at the time of execution will be

supplied to the contractor free of cost.

3 Any materials other than that provided in Schedule-A if required for the labour items of Schedule-B issued on request to the

contractor provided the same are available with department at prevailing market rate or department issue rate whichever is

4 The contractor shall provide his own arrangement at his own cost for loading, unloading and transport to the site of work for

the material stipulated in Schedule-A.

5 Those works will be executed which are found necessary at the time of execution, contractor will not be entitle for any claim

for saving in any items as per site condition.

6 The rate of recovery for short fall or damage of material issued free of cost will be present S.O.R. plus 3% storage charge or

rates of Board R/C Plus 3 % storage whichever is higher.

7 No negotiation at present in from and hence contractor should quote their rates accordingly.

8 The sub contract, if any given by the contractor would not create any right against the Board.

9 The Amount Recoverable from the contractor by the Gujarat water supply and sewerage board on any account shall be

liable to be recovered from the amount payable to the contractor / suppliers.

10 After passing the bill fund shall be demanded to higher authority payment shall be made after getting fund from higher

11 Labour Cess under the prevailing rules of the Government Resolution shall be borne by the bidder. (Present rate is 1%).

12 Royalty on Minerals Consumed in works from End User under the prevailing rules of the Government Resolution Dt.

18/06/2016 shall be borne by the bidder.

13 The contractor has to supply all the equipment / accessories / materials & components as per GWSSB’ approved vendor list

only. Prevailing approved vendor list is uploaded on www.gwssb.org website. However any addition (approved by the

competent authority of Board) in makes / brands of equipment etc. during bidding process, shall automatically apply. In case

of items not explicitly mentioned in vendor list the same shall be supplied as per relevant national / international standard of

reputed makes with prior approval from the Chief Engineer.

Signature of Contractor. Executive Engineer

P.H.Works Division

Name of Work : Permanent Restoration of 168 mm dia M.S Pipeline Kantivas Section & 457 mm dia M.S. Pipeline Remodelling Section From

Vajapur HW UG Sump to ESR Section Due to Flood Damage For Danta-Vadgam-Palanapur Reg.WSS Ta. Danta, Dist. Banaskantha.

Items Qty Unit Rate Per Amount

Description of item

Manufacture, Supply & Delivery of Electric Resistance Welded (Up to 400mm)/Submerged Arc

Welded(Above 400mm) M.S.Pipe having beveled ends plate or coil conforming to IS-3589-2001 or

its latest revision/ammendment for following thickness outside diameter at GWSSB store or site

anywhere in Gujarat State including all taxes, insurance, transportation, freight charges, octroi,

1 inspection charges, loading, unloading conveyance to Departmental stores, stacking etc. all

complete. (Rate for MS Pipe based on the ex. works price of HR Coil as Rs.58500 per MT -

withouth GST (Above 3.15 mm to 10 mm) & Rs. 59000.00 per MT without GST (Above 10 mm) as

onJan-23.( WPI Index of H. R Coil of Dec-22 is 144) I/S Solvent free Liquid Epoxy Lining (406

micron) + O/S 3 LPE Coated M. S. Pipe

60.0 Rmt. 168.3 mm dia (Min.4.5 mm thick.) 1879.00 Rmt.

72.0 Rmt. 457 mm dia (Min.5.0 MM thick) 5545.00 Rmt.

Providing and supplying ISI mark G.I.pipes with coupling of following class and dia including all

taxes insuravce transportation freight charges octroi inspection charges octroi loading un loading

conveyance to departmental store etc. Including, lowering laying and jointing G.I.pipes with specials

in proper position including satisfactory hydraulic test etc. complete.

150.0 Rmt. 150 mm dia G.I. Pipe (MD) 1404.00 Rmt.

3 M.S.Specials Plain & Socket ends

300.0 Kg. Upto 300 mm dia 96.00 Kg.

Excavation for pipes line trenches including all safty provisions using site rails stacking the

4 excavated stuff up to a lead of 90 mtr. Cleaning the site etc. complete. For lift and strata as

For depth 0.00 to 1.50 mtr.

54.0 Cmt. (B) In Hard murrum,boulders. Incl. macadam road 135.00 Cmt.

Lowering & laying, jointing & welding in position to correct line & level M.S. Pipe with outside 3 LPE

coating & inside solvent free liquid epoxy linning on pedestal or chairs upon prepared formation or

prepared bedding in trenches the rates including convenyance from store to site of work loading,

unloading, hoisting, marginal cutting wherever required assembling and tack welding etc. complete.

60.0 Rmt. 168.3 mm dia (Min.4.5 mm thick.) 240.00 Rmt.

72.0 Rmt. 457 mm dia (Min.5.0 MM thick) 552.00 Rmt.

Providing and casting in situ C.C. in grade M-15(approx.corresp.to prop.1:2:4) porportions as per

mixdesign or as per Table 9 of IS456 2000 in masses by weigh batching ) using granite, quartzite

trap metal of size 6 mm to 20 mm for RCC work, including scaffolding centering, form work, needle

vibrated consolidation, curing comp. up to 6 meter depth or height (excluding cost of reinforcement

and neat finishing) with centering and shuttering etc. comp. for structure for other than water

41.0 Cmt. (B) Footing for column or foundation (with form work) 4906.00 Cmt.

Labour charges for repairing of leakage in MS pipeline of following dia. At. Different places including

7 necessary excavation manually or by machinary, dewatering, removing of mud, cleaning of pipe and

leakage portion grinding, cutting the pipeline or joint if necessary incl.

1.0 Nos. M.S. Pipe Existing to New Pipe- 168.3 mm dia 5247.00 Nos.

2.0 Nos. M.S. Pipe Existing to New Pipe- 457 mm dia 6361.00 Nos.

8 Hiring of Hydra /Crane with Driver ( 8 working Hours in Day)

5.0 Day Hiring of jcb 6412.47 Day

Cmt. Refilling the pipe line trenches 15 cm thick layers from excavated stuff including ramming, watering, Cmt.

and disposal of surplus stuff as directed within a radious of 3 km.

Rupees Ten Lac Sixty Five Thousand One Hundred Twenty One & Paise Five only

I / We am / are willing to carry out work at _______________ % (Should be written in figures and words) Below/ Above the estimated rate

mentioned above amount of my/our tender work out as under;

Estimated cost put to Estimated cost put to

Tender Rs.______________ Tender Rs.______________

Signature of Contractor. Executive Engineer

P.H.Works Division