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Tender Value
₹3.5 L
EMD Value
₹3,470
Closing Date
30 Mar 2026, 6:00 pmClosed
Similar tender results from the same govt authority in the past 3 years.
Chief Officer, Tarsadi Nagarpalika
Construction Work of Drainage and C.C. Road at Apanaghar Rahulbhai House Street, at-Tarsadi, Dist.: - Surat Under Vyavsay Vera Grant Year 2025-26.
287711
Tender 03/2026 Work No.7 Drainage and C.C. Road
Open
Civil Works
Surat
1 document required · 1 mandatory
₹600
Chief officer Tarsadi Nagarpalika
₹3,470
18 Mar 2026
18 Mar 2026
18 Mar 2026
30 Mar 2026
18 Mar 2026
NAME OF WORK :- Construction Work of Drainage, C.C. Road Apanaghar Rahulbhai House Street, at-
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 137.10 89.89 Cumt.
cleaning the site etc. complete for all lifts and strata as specified.
a) In all sorts of soil and soft murrum (1.A.1) Upto 1.50 mt depth
a) In all sorts of soil and soft murrum (1.A.2) 1.50 to 3.00 mt
R. C. C. PIPE (Horizontal Cast)
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 etc. complete. (IS - 458/ 1989 54.00 762.55 Rmt.
(10.1.C) Class NP3 Test Pressure 0.7 Kg/sq.cm
Note : One collar should be supplied with each full length plain
ended RCC pipe, cost included in rates below. One rubber ring
should be supplied with each full length socketed pipe, cost
included in rates below.
L,L& J of R.C.C. Pipes
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 54.00 120.19 Rmt.
stores to site of work, labour, giving hydraulic testing as per ISI
Class NP2,NP3,NP4 (6) Pipe dia. in 300mm
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 Flat, curing mold
Frame suitable for 50cm opening of MH
Cover suitable for 50cm opening of MH 5.00 1184.73 No.
Item No. & Description Quantity Rate Per Amount
Providing and constructing Sewer manholes, scraper manholes
and unit house connection chamber, as per the type design in
brick masonary in C. M. 1:5 and inside and outsice 15mm thick
plastering in C. M. 1:3 necessary 100 mm coping with
reinforcement in RCC 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
desing complete (excl. excavation).
a) Manhole type "A" Circular type having inside diameter of
mm for depth upto 1.5 m depth (for 150 mm to 500 mm dia sewer
Manhole type "A" as above but upto 1.0 M depth.
Extra Depth beyong 1.0 M but upto 1.5 M depth for "A" type
b) Manhole type "B" circular type having inside diameter of
minimum 1500 mm and for depth from 1.5 M to 4.0 M (for
mm to 600 mm dia sewers)
Manhole type "B" as above but upto 1.5 M depth.
Extra Depth beyong 1.5 M but upto 4.0 M depth for "B" type
Refilling of pipeline trenches
Refilling the pipeline trenches incl. ramming, watering,
consolidating desposal of surplus stuff as directed within a radius
Box cutting the road surface to proper slope and camber for
making a base for road work including removing the excavated
stuff and depositing on the road side slope as directed all lead &
Filling in foundation and plinth with murrum or selected soil in
layers of 20cm. thickness including watering, ramming and 16.00 301.78 Cumt.
consolidating etc. complete.
Granular Sub-Base with Graded Material
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 % ), mixing in a 22.50 1137.26 Cumt.
mechanical mix plant at OMC, carriage of mixed Material to work
site, spreading in uniform layers with motor grader on prepared
surface and compacting with vibratory power roller to achieve the
desired density, complete as per clause
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 (A) Foundation and
Item No. & Description Quantity Rate Per Amount
Construction of un-reinforced, dowel jointed at expansion and
construction joint only, plain cement concrete Bavement,
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 22.50 4924.76 Cumt.
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
Total Amounts Rs ...………........ ₹
Total Amounts 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. 3,46,949=00 Put to Tender Rs. 3,46,949=00
Add % Rs. Deduct %Rs.
Total Rs. Total Rs.
(In Words (In Words
Stamp with Signature of Contractor
Consl.Engineer Engineer
"DESIGN POINT" Tarsadi Nagarpalika
Chief Officer President
Tarsadi Nagarpalika Tarsadi Nagarpalika
Tarsadi Tarsadi
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details.html
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01 Tender.pdf
02 Form B-1.pdf
03 Schedule B.pdf
04 Term and Condition.pdf
05 Technical Specification.pdf
05 ROAD WORK SPECIFICATIONS.pdf
06 TEST REQUIRE FOR CONSTRUCTION MATERIAL.pdf
07 GR_(2025).pdf
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