Construction Work of Underground Water Storage Structure at Dm Nagar Area & Samariya Mora Area, Bardoli, Di- Surat Under MLA Grant Year 2025-26.

NAME OF WORK :- CONSTRUCTION WORK OF UNDERGROUND WATER STORAGE STRUCTURE

LOCATION :- AT DM NAGAR AREA & SAMARIYA MORA AREA , BARDOLI, DI-SURAT

TOTAL AMOUNT PUT TO TENDER

TOTAL AMOUNT PUT TO TENDER

PERCENTAGE RATE TENDER

Sr.No. Schedule Amount

1 Schedule - "B"- 1

2 Schedule - "B"- 2

Total Amount Rs.

Total Amount Rs.

I/We am/are willing to carry out the work @ ________% Above /

Below_____________Percentage (should be writen in figures and words) of the Estimated rates

mentioned above amount of my / our Tender works out as under.

Estimated Amount Estimated Amount

Put to Tender Rs.16,58,702.00 Put to Tender Rs.16,58,702.00

Add %Rs. Deduct %Rs.

Total Rs. Total Rs.

(In Words (In Words

Stamp with Signature of Contractor

Consl.Engineer Engineer

"DESIGN POINT" Bardoli Nagarpalika

Bardoli Nagarpalika

BARDOLI NAGARPALIKA - BARDOLI

SCHEME : MLA GRANT YEAR 2025-26

NAME OF WORK :- CONSTRUCTION WORK OF UNDERGROUND WATER STORAGE STRUCTURE

Location :- At DM Nagar Area , Bardoli, Di-Surat

SCHEDULE - "B-1"

PERCENTAGE RATE TENDER

Item No. & Description Quantity Rate Per Amount

Excavation for foundation upto 1.5 m depth including sorting

out and stacking of useful materials and disposing off the 208.00 123.13 Cumt

excavated stuff upto all lead.(A) Loose or soft soil

Excavation for foundation for depth from 1.5 m to 3.0 m

including sorting out and stacking of useful materials and

disposing off the excavated stuff upto all lead.(A) Loose or

Excavation for foundation for depth from 3.0 m to 5.0 m

including sorting out and stacking of useful materials and

disposing off the excavated stuff upto all lead.(B) Dense or

Excavation for foundation for more than 5.0 m including

sorting out and stacking of useful materials and disposing off 59.00 206.94 Cumt

the excavated stuff upto all lead.(B) Dense or Hard soil

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

Providing & laying weep hole in Aburtments, and returns by

using A.C. pipe of 100mm including laying in proper grede

and jointing the completed as per detailed specification.

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

Coarse sand : 4- graded stone aggregates 20 mm nominal

size) and curing complete excluding cost of formwork in (A)

Foundation and Plinth

Providing and laying controlled cement concrete M.250

exposed work with curing etc. complete including the cost of

formwork but excluding the cost of reinforcement for R.C.C. 5.00 9547.56 Cumt

work in (A) BEAMS :(ii) Having cross-sectional area more

than 0.08Sq.M and upto 0.12 Sq.M

Providing & Laying controlled cement concrete M-250 and

curing complete Including the cost of formwork and

excluding the cost of reinforcement for reinforced concrete 3.00 6811.44 Cumt

work in Slab (C) Slabs, Landings, Shelves, Balconies, Lintel,

Beams, Girders and Cantilever upto floor two level. G.F.

Providing TMT Bar FE 500/500D reinforcement for R.C.C.

work including bending, binding and placing in position 740.00 77.28 Kg.

complete upto floor two level (upto 10 ton)

Providing 15 mm thick cement plaster in single coat on fair

side brick/concrete wall for interior plastering up to floor two

level finished even and smooth in with Floating coat of neat

cement. (i) cement Mortar 1:3 (1 cement : 3 Sand)

Providing and supplying in standard length ISI mark rigid

unplasticised PVC pipes suitable for potable water with ring

fit joint including cost of rings, as per IS specification no.

4985/1988 including all local and central taxes,

transportation, freight charges, octroi, inspection charges,

loading, unloading, conveyance to the departmental

storesand includingcost of jointing meterial etc.

1. Onecoupler ringshallbeprovidedwitheachfull length pipe

cost of which is included in rates below..

3. Rate for PVC Resin as Rs. 134700/MT (Price Without

GST) (3.1.B) (2.0) Test Pressure 6kg/sqcm 250 mm Dia

250 mm Dia ( Chamber To Khambhati Kuva ) 235.00 1432.18 Rmt.

L, L&J PVC/uPVC/cPVC pipes and specials

Lowering, laying, fixing and jointing PVC/uPVC/CPVCpipes

and specials of following class and diameter including cost

of conveyance from stores to site of works including cost of

labour, material, cement solvent, giving satisfactory

hydraulic testing as per ISI code.

RCC precast M.H. / C.H Frame & Cover

RCC precast M.H. Frame & Cover Manufacture, supply &

Delivery at store or at site of work precast RCC M.200

Frame & cover suitable todrainage M.H.and as per type

design & Drawing including cost of reinforcement M.S.

Angles or Flate,curring mold work etc.

Frame suitable for 50cm opening of MH ( 2 Slab Cut Out &

Cover suitable for 50cm opening of MH ( 2 Slab Cut Out &

Supplying of crushed stone aggregates, chippings etc. of

hard stone of following nominal size free of disintegrated

pieces deletarious and oraganic mater (for Bitumen surface 20.00 758.51 Cumt

dressing etc.) and grading as per I.R.C. Code.(ii) 40mm

Supplying of Screened gravel 10mm size at. Site. 10.00 517.12 Cumt

Supplying of coarse clean sharp sand at site. 10.00 568.10 Cumt

Total Amount Rs………..

Total Amount Rs………..

Stamp with Signature of Contractor

Consl. Engineer Engineer

"DESIGN POINT" Bardoli Nagarpalika

Bardoli Nagarpalika

BARDOLI NAGARPALIKA - BARDOLI

SCHEME : MLA GRANT YEAR 2025-26

NAME OF WORK :- CONSTRUCTION WORK OF UNDERGROUND WATER STORAGE STRUCTURE

Location :- At Samariya Mora Area , Bardoli, Di-Surat

SCHEDULE - "B-2"

PERCENTAGE RATE TENDER

Item No. & Description Quantity Rate Per Amount

Excavation for foundation upto 1.5 m depth including sorting

out and stacking of useful materials and disposing off the 208.00 123.13 Cumt

excavated stuff upto all lead.(A) Loose or soft soil

Excavation for foundation for depth from 1.5 m to 3.0 m

including sorting out and stacking of useful materials and

disposing off the excavated stuff upto all lead.(A) Loose or

Excavation for foundation for depth from 3.0 m to 5.0 m

including sorting out and stacking of useful materials and

disposing off the excavated stuff upto all lead.(B) Dense or

Excavation for foundation for more than 5.0 m including

sorting out and stacking of useful materials and disposing 59.00 206.94 Cumt

off the excavated stuff upto all lead.(B) Dense or Hard soil

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

Providing & laying weep hole in Aburtments, and returns by

using A.C. pipe of 100mm including laying in proper grede 500.00 89.20 Each

and jointing the completed as per detailed specification.

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

Coarse sand : 4- graded stone aggregates 20 mm nominal

size) and curing complete excluding cost of formwork in (A)

Foundation and Plinth

Providing and laying controlled cement concrete M.250

exposed work with curing etc. complete including the cost of

formwork but excluding the cost of reinforcement for R.C.C. 5.00 9547.56 Cumt

work in (A) BEAMS :(ii) Having cross-sectional area more

than 0.08Sq.M and upto 0.12 Sq.M

Providing & Laying controlled cement concrete M-250 and

curing complete Including the cost of formwork and

excluding the cost of reinforcement for reinforced concrete

work in Slab (C) Slabs, Landings, Shelves, Balconies, Lintel,

Beams, Girders and Cantilever upto floor two level. G.F.

Providing TMT Bar FE 500/500D reinforcement for R.C.C.

work including bending, binding and placing in position 740.00 77.28 Kg.

complete upto floor two level (upto 10 ton)

Providing 15 mm thick cement plaster in single coat on fair

side brick/concrete wall for interior plastering up to floor two

level finished even and smooth in with Floating coat of neat

cement. (i) cement Mortar 1:3 (1 cement : 3 Sand)

Providing and supplying in standard length ISI mark rigid

unplasticised PVC pipes suitable for potable water with ring

fit joint including cost of rings, as per IS specification no.

4985/1988 including all local and central taxes,

transportation, freight charges, octroi, inspection charges,

loading, unloading, conveyance to the departmental

storesand includingcost of jointing meterial etc.

1. Onecoupler ringshallbeprovidedwitheachfull length pipe

cost of which is included in rates below..

3. Rate for PVC Resin as Rs. 134700/MT (Price Without

GST) (3.1.B) (2.0) Test Pressure 6kg/sqcm 250 mm Dia

250 mm Dia ( Chamber To Khambhati Kuva ) 235.00 1432.18 Rmt.

L, L&J PVC/uPVC/cPVC pipes and specials

Lowering, laying, fixing and jointing PVC/uPVC/CPVCpipes

and specials of following class and diameter including cost

of conveyance from stores to site of works including cost of

labour, material, cement solvent, giving satisfactory

hydraulic testing as per ISI code.

RCC precast M.H. / C.H Frame & Cover

RCC precast M.H. Frame & Cover Manufacture, supply &

Delivery at store or at site of work precast RCC M.200

Frame & cover suitable todrainage M.H.and as per type

design & Drawing including cost of reinforcement M.S.

Angles or Flate,curring mold work etc.

Frame suitable for 50cm opening of MH ( 2 Slab Cut Out &

Cover suitable for 50cm opening of MH ( 2 Slab Cut Out &

Supplying of crushed stone aggregates, chippings etc. of

hard stone of following nominal size free of disintegrated

pieces deletarious and oraganic mater (for Bitumen surface

dressing etc.) and grading as per I.R.C. Code.(ii) 40mm

Supplying of Screened gravel 10mm size at. Site. 10.00 517.12 Cumt

Supplying of coarse clean sharp sand at site. 10.00 568.10 Cumt

Total Amount Rs………..

Total Amount Rs………..

Stamp with Signature of Contractor

Consl. Engineer Engineer

"DESIGN POINT" Bardoli Nagarpalika

Bardoli Nagarpalika