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Tender ID
Tender Value
₹1.6 Cr
EMD Value
₹1.6 L
Closing Date
20 Mar 2026, 6:00 pmClosed
Deputy Municipal Commissioner
Providing, Supplying, Lowering, Laying & Jointing Storm Water Pipeline at Modhera Road (Dediyasan Village Part) to khari River at Mahesana Municipal Corporation Year 2025-26.
285657
MMC/Strom Water
Open
Civil - All
Works
Mahesana
12 documents required · 11 mandatory · 1 optional
₹4,248
Deputy Municipal Commissioner
₹1.6 L
12 Mar 2026
12 Mar 2026
12 Mar 2026
20 Mar 2026
12 Mar 2026
Name of Work : Providing, Supplying, Lowering, Laying & Jointing Storm Water Pipeline at Modhera Road
(Dediyasan Village Part) to khari River at Mahesana Municipal Corporation Year 2025-26.
No. Item Quantity Unit Final Rate Amount
Dismentling barbed wire in fencing including making rolls and also
including dismentling fencing posts including all earth work concrete in
1 base and making good the disturbed ground stacking useful materials 500.00 RMT 68.07
as directed and disposing as directed and disposing of the unserviceable
materials with all lead and lift.
Demolition and disposal of unserviceable materials with
all lead and lift.(i) Lime concrete.
Demolition of Brick work and stone masonry including
stacking of serviceable materilas and disposal of
unserviceable materials with all lead and lift.(ii) In Cement
Excavation for foundation upto 1.5 M. depth including sorting out and
4 stacking of useful materials & disposing of the excavated stuff upto 50M. 4005.00 CMT 122.99
Lead. (a) Loose or soft soil.
Excavation for foundation for depth from 1.5 m to 3.0 m including
5 sorting out and stacking of useful materials and disposing off the 4072.50 CMT 136.33
excavated stuff upto 50 Meter lead.(A) Loose or soft soil
Excavation for foundation for depth from 3.0 m to 5.0 m including
6 sorting out and stacking of useful materials and disposing off the 2670.00 CMT 183.75
excavated stuff upto 50 Meter lead.(B) Dense or Hard soil
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 Plinth (upto
Supplying and fixing reinforced concrete heavy duty non - presure pipes
with collars for culverts including setting and joining the pipes in cm. 1:2
7 watering and laying ( To level of slopes ) of I.S. class NP3 of following 10.00 RMT 1190.05
internal diameters.
Providing and constructiong RCC sewerage manholes , scraper
manholes as per thr type design in rainforcement cement concrete 1:2:4
and in side 15 mm thick plastering in C.M. 1:3 , fixing C.I. Steps
8 including supplying of frame and cover and fixing , T,MT bar proving in 18.00 NO. 171666.51
wall 70 kg /Cum Size and design approved as per per detailed drawing -
manhole type SI Rectanguler for pipe dia 1000- 1800 mm as per
detailed drawings Depth up to 3.0 to 5.0m
Filling available excavated earth (excluding rock) in trenches.
plinth, sides of foundations etc. in layers not exceeding 20cm. in depth
consolidating each disposited layer by ramming and watering. (IF
Required As per site Situation)
Add extra for Disposing off the excavated stuff of above items for lead of
Providing and laying in position Ready Mixed M-150 grade concrete for
reinforced cement conctere work , using cement content as per
approved Design Mix manufactured in fully automatic batching plant
and transported to site of work in transit mixer for a lead up to 10 kms
having continuous agitated mixer, manufactured as per mix design of
specified grade for reinforced cement concrete work including pumping
12 of R.M.C. from transit mixer to site of laying, excluding the cost of 736.19 CMT 3728.66
centering shuttering finishing and reinforcement including cost of
admixtures in recommended proportions as per IS: 9103 to accelerate/
retard setting of concrete, improve workability without impairing
strength and durability as per direction of the Engineer in - charge.
Without Fly Ash (Min cement level as per latest IS 456 shall be
Providing formwork of ordinary timber planking so as to give a rough
finish including centering shuttering strutting and propping etc. height
of propping and centering below supporting floor to ceiling not
13 exceeding 4 M. and removal of the same for in situ reinforced concrete 926.30 Smt 258.28
and plain concrete work in. (C) Vertical surface such as walls (any
thickness) partitions and the like including attached buttresses & string
course & the like.
Providing TMT Bar FE 500D reinforcement for R.C.C.
14 work including bending, binding and placing in position 14723.80 Kg 77.29
complete upto floor two level
Chainlink fencing height of 2.0 , M.S. Angle post at 3.0 m interval
50x50x4 fixing in concrte 0.3x0.3x0.45 concrete , chainlink fix with bolt
and wire ,paint in three layer as per the instruction of the engineer
Assistant Engineer
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
RAW_HTML
1.00 SBD for torm Water Pipe Line Modhera Road to Khari River.pdf
2.00 Schedule B Storm Water Pipe Line Modhera Road to Khari River.pdf
3.00 Technical Specification.pdf
4.00_GR_DMO 2799 11-Mar-2024 662.pdf
5.00_A_GENERAL TECHNICAL SPECIFICATION BOOKLET_CIVI WORK.pdf
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