Construction of Pump Room of size 3.0 mt. x 3.0 mt. & Providing & Supplying Lowering Laying & Jointing 90mm PVC pipeline at Lodra Village Under Rejuvination Programme. 2025-26 Ta.Mansa & Dist. Gandhinagar .

Name of Work:- Construction of Pump Room of size 3.0 mt. x 3.0 mt. &

Providing & Supplying Lowering Laying & Jointing 90mm PVC pipeline at

Lodra Village Under Rejuvination Programme. 2025-26 Ta.Mansa & Dist.

PART I (PIPE LINE)

Qty. Unit Description of Item Rate Per Amount

Item No:- 1 Providing and supplying in standard length ISI

mark rigid unplasticised PVC pipes suitable for potable water

with ringfit joint including cost of rings, as per ISI specification

No.4985/1988 including all local and central taxes,

transportation, freight charges, octroi, Inspection charges,

loading, unloading, conveyance to the Departmental stores and

including cost of jointing material etc. complete.

(1) 90mm dia. 6kg/cm² PVC pipe. Test pressure 6 kg/cm² with

15.00 Rmt. (2) 80 mm dia G.I. Pipe Medium Duty 598.00 Rmt.

Item No:- 2 Miscellaneous Fittings. Providing and supplying at

store or site of work including fright, loading, unloading stacking

insurance and all taxes etc. complete.

6.00 Nos. (a) 90 mm dia. PVC bend 236.00 Nos.

Item No:- 3 Providing and supplying ISI mark C.I. D/F Sluice

valves as per IS 14846(last edition) of following class & diameter

including all taxes insurance, transportation, freight charges,

octroi, Inspection charges, loading, unloading, conveyance to the

Departmental stores, stacking etc. complete.

1.00 Nos. (1) 80 mm dia. Sluice valve ISI mark only 2679.00 Nos.

Item No:- 3 (B) Lowering laying and jointing on position

following C.I./D.F. Reflex valve, Butterfly valve, Sluice valves and

air valves incl. cost of all labour,jointing material,incl. nut bolts

and giving satisfactory hydraulic testing etc. comp.

1.00 Nos. (1) 80 mm dia. Sluice valve ISI mark only 400.00 Nos.

Item No:- 4 Excavation for pipe line trenches for water supply,

sewage line,Manhole etc. all with shoring & struting if required as

per required gradient and line including safety provisions using

site rails and stacking excavated stuff including up to all required

lead cleaning the site etc. complete for all lifts and strata as

specified. Up to 1.50 mt. depth

720.00 cum (a) In All sort of soil and soft murram. 89.00 cum

Item No:- 5 Lowering, Laying and jointing pipeline and

specials following class and diameter including cost of

conveyance from stores to site of works including cost of labour,

materials, except cement solvent, giving satisfactory hydraulic

testing as per IS code.

1200.00 mtr. (1) 90 mm dia. PVC Pipe. 17.00 mtr.

15.00 mtr. (2) 80 mm dia G.I. Pipe Medium Duty 27.00 mtr.

Item No:- 6 Refilling the pipeline trenches incl. ramming,

watering, consolidating disposal of surplus stuff as directed

712.37 Cmt. within a radius of 3 km. 22.00 Cmt.

Qty. Unit Description of Item Rate Per Amount

Item No:- 7 Making Job connection for jointing new pipeline

to existing pipeline incl. Excavation cutting the pipeline and

fixing with specials testing refilling incl. Cost of specials and

jointing material etc. comp.

Item No:- 8 Drilling of 200mm dia horizontal bore hole for

watermain pipeline under the Railway/Road tracks in all strata

with required length incl. fixing of MS (Or as specified by

railway/Road authority) casing pipe of suitable size and

thickness. Rate includes the cost of Drilling of bore hole,casing

pipe & welding pushing etc complete but excluding the cost of

waste water main,valves and other items. Entire work should be

as per Approved Drawing and as per instruction of Railway/Road

authority for following diameter of Bore hole for MS Pipe -

mm Dia Bore hole with 150 mm dia casing pipe

Qty. Unit Description of Item Rate Per Amount

PART II (PUMP HOUSE)

Qty. Unit Description of Item Rate Per Amount

Excavation for foundatiion up to 1.5 mtr depth including

sorting out and stacking of useful materials and disposing

of the excavated stuff up to 50mtr lead.

8.50 cmt. (a) Loose or soft soil 123.13 cmt.

Providing and laying cement concrete 1:5:10 (1 cement :

5course sand : 10 graded brick aggreegate, 40 mm

nominal size) and curing etc. complete excluding cost of

form work in (a) Foundation and plinth.

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 )

6.10 cmt. (b) Conventional. 4214.09 cmt.

Filling available excavated earth (excluding rock) in

trenches, plinth sides of foundation etc in layers not

exceeding 20 cm in depth consolidating each deposited

4.05 cmt. layer by ramming and watering. 136.92 cmt.

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.

Extra for brick work in superstructure above plinth level

upto floor two level. B.Conventional

9.10 cmt. In cement mortar 1:6 4502.81 cmt.

Steel work welded,built up sections,frame work including

cutting,hosting,fixing in position and applying a priming

coat of red lead paint (A)in Beams,and

joist,channel,angles, tees,flats with connecting plates or

angle cleats as in main and cross beamnship&jack

rafters,purlins,connected to common rafters and like

Providing and laying cement concrete 1:3:6 (1 cement :

course sand : 6 crushed stone agreegate 20 mm nominal

size ) and curing complate including cost of form work in

0.45 cmt. wall cap / copping. 4101.78 cmt.

Providing and laying cement concrete work 1:2:4 (1

cement : 2 course sand : 4 graded stone agreegate

mm nominal size ) and curing complete excluding cost of

reinforced concrete work in (B) Slabs, landing, shelves,

Balconis, Lintels, Beams, Girders and Centilever up to

floor two level.

0.10 cmt. For RCC lintels 4142.82 cmt.

1.55 cmt. For RCC slab flat 4142.82 cmt.

Providing TMT Bar FE-415 reinforcement for R.C.C work

including bending, binding and placing in postion complete

200.00 Kg up to floor two level. 68.33 Kg

Providing and laying Cement concrete flooring 1:2:4

(1cement : 2 coarse sand : 4 stone aggregate 20mm

nominal size) laid in one layer finishing with a floating coat

of neat cement.

9.00 smt. 50 mm thick 369.13 smt.

Qty. Unit Description of Item Rate Per Amount

Providing 10mm thick cement plaster in single coat on

brick/concrete wall for interior plastering upto floor two

level finished even and smooth in (I) Cement mortar 1:3

55.78 smt. (1cement : 3 Fine sand) 135.30 smt.

Providing and fixing PVC Pipe outlet 1 mt.long.

2.00 Rmt 90 mm dia 140.39 Rmt

20 mm thick sand faced cement plaster on walls upto

height 10 metres above ground level consisting of 12 mm

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

thick finishing coat of C.M. 1 : 1 (1cement:1sand) etc.

61.00 smt. complete. 315.69 smt.

Finishing wall with water proofing cement paint of on wall

surfaces (Two coats) to give an approved brand and

manufacture and of required shape even shade after

throughly brushing the surface to remove all dirt and

61.00 smt. remains of loose powered materials. 60.31 smt.

White washing with lime on wall surface (two coats) to

give an even shade including thoroughly booming the

surface to remove all dirt, dust mortar drops and other

57.00 Smt foreign matter. 13.03 Smt

Painting two coats(excluding priming coat)over new steel

&other metal surface with enamel paint,brushing,interior

to give an even shade including cleaning the surface of all

dirt, dust and other foreign matter.

3.00 smt. 92.20 smt.

Total Part -1 ` `

Total Part -2 ` `

Grand Total ` `

Grand Total ` `

(Rupees Four lacs Twenty Two Thousand eight hundred Fifty one and Thirty Two paise only)

I/We am/are willing to carry out the work at % above % below percent (should be

witten in figures and words ) Below/Above the tendered rate mentioned at above amount of

myy/our tender as under

Estimated Amount put to tender Rs. Estimated Amount put to Teder Rs.

Above % Deduct `. Below % Deduct `.

Net Rs. Net Rs.

In Words In Words

Sugnature of Contractor Deputy Executive Engineer

P.H.Sani.Sub Dn, Mansa