Construction Work Of R.C.C NP-3 Class 450 mm & 300 mm Dia Storm Water Line and Cement Concrete Road at Various Location in Bardoli, Di. Surat, Under Swarnim Jayanti Mukhyamnatri Shaheri Vikas Yojana Year 2025-26.

NAME OF WORK :- CONSTRUCTION WORK OF R.C.C NP-3 CLASS 450 MM & 300 MM DIA STORM

WATER LINE AND CEMENT CONCRETE ROAD

LOCATION :- AT VARIOUS LOCATION IN 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.15,35,193.00 Put to Tender Rs.15,35,193.00

Add %Rs. Deduct %Rs.

Total Rs. Total Rs.

(In Words (In Words

Stamp with Signature of Contractor

Consl.Engineer Hydrulic Engineer

"DESIGN POINT" Bardoli Nagarpalika

Chief Officer President

Bardoli Nagarpalika Bardoli Nagarpalika

Bardoli Bardoli

BARDOLI NAGARPALIKA - BARDOLI

SCHEME: SWARNIM JAYANTI MUKHYAMNATRI SHAHERI VIKAS YOJANA YEAR 2025-26

NAME OF WORK :- CONSTRUCTION WORK OF R.C.C NP-3 CLASS 450 MM DIA STORM WATER LINE

LOCATION :- Patel Nagar, At Bardoli, Di-Surat

SCHEDULE - "B-1"

PERCENTAGE RATE TENDER

Item No. & Description Quantity Rate Per Amount

Excavation for pipe line trenches for water supply, sewerage line,

manhole etc. all with shoring and 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

(1.A.1) 0.0 m to 1.5 m depth (A) In all sorts of soil and soft murrum

(1.A.2) 1.5 m to 3.0 m depth (A) In all sorts of soil and soft murrum

Providing and supplying ISI Standard R.C.C. pipes(of Sulphate

Resisting Cement) in standard lengths of following class and diameter

suitable for either collar joints or rubber ring joints including all

taxes, insurance, transportation freight charges, octroi, inspection

charges, loading, unloading, conveyance to departmental stores,

stacking elc. complete.

(10.1.D) (10) Class NP3 Test Pressure 0.7 kg/sqcm 450 mm Dia 237.50 1565.15 Rmt ₹

Lowering, laying and jointing R. C. C. pipes in C. M. 1:1 1/2 of

following diameters in proper position, grade and alignment at all

level as directed by Engineer-in-charge including conveyance from 237.50 196.65 Rmt ₹

stores to site of work, labour, giving hydraulic testing as per ISI code

RCC precast M.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

to drainage 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 15.00 1289.15 No ₹

Cover suitable for 50cm opening of MH 15.00 1348.95 No ₹

Providing and constructing Sewer manholes, scraper manholes and

unit house connection chamber, as per the type design in brick

masonry in C. M. 1:5 and inside and outside 20mm thick plastering in

C. M. 1:3 necessary 100 mm coping with reinforcement in R.C.C M.

200 fixing C. I. steps and fixing manhole frame and covers (But

excluding supply of manhole frame and covers) over manholes and

house connection chambers and fixing Manhole covers (but

excluding supplying of manhole covers) over scraper manhole etc.

complete, providing and fixing safety chain wherever necessary as

per the stipulations in the type design complete as per latest CPHEEO

manual. (excl. excavation).

1 Manhole type "A" as above but upto 1.5 M depth. 1 14005.85 No ₹

2.Extra Depth Beyond 1.00 m But Upto 1.5 m Depth For A type

Manhole type "B" as above but upto 1.5 M depth. 14 24283.40 No ₹

2.Extra Depth Beyond 1.5 m But Upto 4.0 m Depth For B type

Refilling the pipeline trenches incl. ramming, watering, consolidating

desposal of surplus stuff as directed within a radius of 3 km. For 0.0 1070.00 25.30 Cumt. ₹

m to 1.50 m depth

Amount Rs………… ₹

Add 1 % Utiltiy charge Rs………… ₹

Net Amount Rs………… ₹

Stamp with Signature of Contractor

Consl. Engineer Hydraulic Engineer

"DESIGN POINT" Bardoli Nagarpalika

Chief Officer President

Bardoli Nagarpalika Bardoli Nagarpalika

Bardoli Bardoli

BARDOLI NAGARPALIKA - BARDOLI

SCHEME: SWARNIM JAYANTI MUKHYAMNATRI SHAHERI VIKAS YOJANA YEAR 2025-26

NAME OF WORK :- CONSTRUCTION WORK OF 300 MM STORM WATER LINE WITH CEMENT

LOCATION :-Mangi Faliya , At Bardoli, Di-Surat

Schedule- "B-2"

Percentage Rate Tender

Item No. & Description Quantity Rate Per Amount

Demolition including stacking of serviceable materilas and disposal

of unserviceable materials with all lead and lift. (i) R.C.C. work 7.90 1110.75 Cumt. ₹

Box cutting the road surface to proper slope and camber for making a

base for road work including ramming the excavated stuff and 15.80 171.70 Cumt. ₹

despositing on the road side slope as directed up to 2 Km. lead.

Excavation for pipe line trenches for water supply, sewerage line,

manhole etc. all with shoring and 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

(1.A.1) 0.0 m to 1.5 m depth (A) In all sorts of soil and soft murrum 133.43 102.35 Cumt. ₹

(1.A.2) 1.5 m to 3.0 m depth (A) In all sorts of soil and soft murrum 73.20 112.70 Cumt. ₹

Providing and supplying ISI Standard R.C.C. pipes(of Sulphate

Resisting Cement) in standard lengths of following class and diameter

suitable for either collar joints or rubber ring joints including all

taxes, insurance, transportation freight charges, octroi, inspection

charges, loading, unloading, conveyance to departmental stores,

stacking elc. complete.

(10.1.D) (05) Class NP3 Test Pressure 0.7 kg/sqcm 300 mm Dia 30.00 868.25 Rmt ₹

Lowering, laying and jointing R. C. C. pipes in C. M. 1:1 1/2 of

following diameters in proper position, grade and alignment at all

level as directed by Engineer-in-charge including conveyance from

stores to site of work, labour, giving hydraulic testing as per ISI code

(11.B) Class NP2, NP3, NP4. 300 MM Dia 30.00 136.85 Rmt ₹

RCC precast M.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

to drainage 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 5.00 1289.15 No ₹

Cover suitable for 50cm opening of MH 5.00 1348.95 No ₹

Providing and constructing Sewer manholes, scraper manholes and

unit house connection chamber, as per the type design in brick

masonry in C. M. 1:5 and inside and outside 20mm thick plastering in

C. M. 1:3 necessary 100 mm coping with reinforcement in R.C.C M.

200 fixing C. I. steps and fixing manhole frame and covers (But

excluding supply of manhole frame and covers) over manholes and

house connection chambers and fixing Manhole covers (but

excluding supplying of manhole covers) over scraper manhole etc.

complete, providing and fixing safety chain wherever necessary as

per the stipulations in the type design complete as per latest CPHEEO

manual. (excl. excavation).

1 Manhole type "A" as above but upto 1.5 M depth. 1 14005.85 No ₹

2.Extra Depth Beyond 1.00 m But Upto 1.5 m Depth For A type

Manhole type "B" as above but upto 1.5 M depth. 4 24283.40 No ₹

2.Extra Depth Beyond 1.5 m But Upto 4.0 m Depth For B type

Refilling the pipeline trenches incl. ramming, watering, consolidating

desposal of surplus stuff as directed within a radius of 3 km. For 0.0 218.00 25.30 Cumt. ₹

m to 1.50 m depth

Construction of granular sub-base by providing coarse graded

machine crushed B.T. material satisfying MOST specification of

grading I (B.T. stone aggregate 53 mm to 26.5 mm 35 %, 26.5 to

4.75 mm - 45 % and 2.36 mm below - 20 % )including spreading in 7.90 644.38 Cumt ₹

uniform layer with motor grader on prepared surface, mixing by mix

in place method with rotavator at OMC and compacting with

vibratory roller to achieve the desired density etc. complete.

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

sand : 4- graded stone aggregates 20 mm nominal size) and curing 7.90 3741.69 Cumt ₹

complete excluding cost of formwork in (A) Foundation and Plinth

Construction of un-reinforced, expansion and construction joint only,

plain cement concrete Pavement, thickness as per design, over a

prepared sub base, with 53 grade cement or any other type as per

Clause 1501.2.2 M-30 (Grade), coarse and fine aggregates

conforming to 15:383, maximum size of coarse aggregate not

exceeding 25 mm. mixed in a concrete mixer of not less than 0.2 cum

capacity and appropriate weigh batcher using approved mix design,

laid in approved fixed side formwork (steel channel, laying and fixing

of 125 micron thick polythene film, wedges, steel plates including

levelling the formwork as per drawing), spreading the concrete with

shovels, rakes, compacted using needle, screed and plate vibrators

and finished in continuous operation including provision of

contraction and expansion, construction joints, applying debonding

strips, primer, sealant, using curing compound (where specified) and

water finishing to lines and grade as per drawing and Technical

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

including bending, binding and placing in position complete upto 263.00 77.29 Kg. ₹

floor two level (upto 10 ton)

Amount Rs………… ₹

Stamp with Signature of Contractor

Consl.Engineer Engineer

"DESIGN POINT" Bardoli Nagarpalika

Chief Officer President

Bardoli Nagarpalika Bardoli Nagarpalika

Bardoli Bardoli