Gujarat Water Supply and Sewerage Board execute Drinking Water Projects of Banaskantha District

Name of Work: Constructing & Repairing of Compound Wall At. Vadgam Store, Saklana Sub H.W &

Hardevasana Sub H/W Under Flood To Danta-Vadagam-Palanpur RWSS Programme -2025:26

Ta:Vadagam, 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 higher.

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 authority.

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

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: Constructing & Repairing of Compound Wall At. Vadgam Store, Saklana Sub H.W & Hardevasana

Sub H/W Under Flood To Danta-Vadagam-Palanpur RWSS Programme -2025:26 Ta:Vadagam, Dist.:Banaskantha

Items Qty Unit Rate Per Amount

Description of item

1 Excavation for foundation upto 1.5 m depth including sorting out and

stacking of useful materials and disposing off the excavated stuff upto

92.0 Cmt (A) Loose or soft soil 122.94 Cmt

2 Providing and laying cement concrete 1:3:6 (1-Cement : 3 coarse sand

: 6- hand broken stone aggregates 40 mmnominal size) and curing

complete excluding cost of formwork in

18.40 Cmt (A)Foundation and Plinth 2653.42 Cmt

3 Brick work using common burnt clay building bricks having crushing

strength not less than 35 kg./Sq.Cm. in foundation and plinth in

Cement Mortar 1:6 (1- Cement : 6 -fine sand)

40.25 Cmt (B) Conventional 4214.33 Cmt

4 Brick work using common burnt clay building bricks having crushing

strength not less than 35 kg./Sq.Cm. in foundation and plinth in

Cement Mortar 1:6 (1- Cement : 6 -fine sand) (B) Conventional for

brick work in superstructure above plinth level upto floor two level

68.77 Cmt (B) Conventional 4496.05 Cmt

5 Providing and laying cement concrete 1:3:6 (1- Cement : 3 Coarse

sand : 6- crushed stone aggregates 20 mm nominal size) and curing

complete including cost of formwork in

6.68 Cmt (A) Wall Caps / Coping 3976.71 Cmt

6 Providing and laying ordinary cement concrete 1:2:4 (1 Cement 2-

coarse sand : 4- graded stone aggregates 20 mm nominal size) and

finishing smooth with,curing etc. complete including the cost of

formwork but excluding the cost of reinforcement for R.C.C work in (B)

COLUMNS: (ii) Having cross-sectional area more than 0.08 Sq.M and

27.49 Rmt COLUMNS 10658.16 Rmt

7 Providing TMT Bar FE 415 reinforcement for R.C.C. work including

bending, binding and placing in position complete upto floor two level

2733.60 Kg TMT Bar FE 415 68.33 Kg

8 20mm thick sand faced cement plaster on walls upto height 10 metres

above ground level consisting of 12mm thick backing coat of C.M. 1:3

(1-cement : 3-sand) and 8mm thick finishing coat of C.M. 1:1 (1-

cement : 1-sand) etc. complete.

924.37 Smt 20mm thick sand faced cement plaster 320.70 Smt

9 Colour washing with lime on wall surface (two coats) over and

including a primary coat of white washing to give an even shade after

through brooming the surface to remove all dirt, dust, mortar drops

and other foreigh matter

2302.40 Smt Colour washing 12.88 Smt

10 Providing and fixing rolling shutters of approved make made of 80 mm

wide M.S. laths inter-locked together through their entire length and

jointed together at the ends by end locks mounted on specially

designed pipe shaft with bracket plates, guide channels and

arragements for inside and outside locking with push-pull operation

including the cost of hood cover and spring etc. complete. (B)Shutters

having width 3.5 M. and above

9.75 Smt Vadgam Store Door 4546.01 Smt

11 Filling available excavated earth (excluding rock) in trenches, plinth,

sides of foundations etc. in layers not exceeding 20 cm. in depth

consolidating each disposited layer by ramming and watering.

51.75 Cmt For Wall Support 136.92 Cmt

Rupees Fourteen Lac Twenty Two Thousand Eight Hundred Seven & Paise Twenty 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