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Tender Value
₹42.4 L
EMD Value
₹42,500
Closing Date
30 May 2026, 6:00 pmClosed
Chief Officer Khedbrahma Nagar Palika Khedbrahma.
CONSTRUCTION OF RCC BOX DRAIN AT NAVA MARVADA AND C.C ROAD AT SAIVILA FLAT TO RAILWAY UNDER BRIDGE, UNDER VYVASAI VERA GRANT YEAR:- 2022-23 TO 2025-26, AT:- KHEDBRAHMA
307716
02-2026
Open
Civil Works
Works
Sabarkantha
11 documents required · 11 mandatory
₹1,770
Chief Officer Khedbrahma Nagar Palika Khedbrahma., Khedbrahma
₹42,500
22 May 2026
22 May 2026
22 May 2026
30 May 2026
22 May 2026
NAME OF WORK :- CONSTRUCTION OF RCC BOX DRAIN AT NAVA MARVADA AND C.C ROAD AT SAIVILA FLAT TO
RAILWAY UNDER BRIDGE, UNDER VYVASAI VERA GRANT YEAR:- 2022-23 TO 2025-26, AT:- KHEDBRAHMA
MEMORANDUM SHOWING THE DETAILS OF ITEM OF WORK TO BE CARRIED OUT
Approved Total Amount
Approved Total Amount
IT Rate with according to
but may be Description Unit
No. 1% L.W Cess estimated
Rs. quantities.
1 201.50 Demolition including stacking of serviceable materilas and disposal of Cmt 1081.83
unserviceable materials with all lead and lift. (i) R.C.C. work
2 500.00 Dismentaling tiled of stone floors laid in mortar including stacking of SMT 49.18
serviceable materilas and disposal of unserviceable materials with all lead and
3 429.46 Exavation for foundation up to 1.5m depth including sorting out and stacking of Cmt 212.52
useful materials and disposing off the excavated stuff upto 50 metre lead. (A)
Loose or soft soil
4 240.00 Excavation for foundation upto 1.5 m depth including sorting out and Cmt 1009.40
stacking of useful materials and disposing off the excavated stuff upto
Meter lead.(E) Hard Rock
5 249.00 Box cutting the road surface to proper slope and camber for making a base for CMT 215.62
road work including removing the excavated stuff and depositing on the road
side slope as directed upto 50Mt.lead.
6 727.00 Lead 2.0 K.M. from site CMT 49.98
7 204.85 Providing and laying cement concrete 1:3:6 (1cement: 3 coarse sand: 6 crushed CMT 3231.26
stone aggregates 40mm nominal size) and curing complete excluding cost of
formwork in (A) founda on and plinth
8 216.00 Providing and laying controlled cement concrete M.200 and curing complete Cmt 4051.90
excluding the cost of formwork and reinforcement for reinforced concrete
work in (A) Foundations, footings, Base of columns and Mass concrete
9 37.50 Providing and laying controlled cement concrete M.250 and curing complete Cmt 4655.93
excluding the cost of formwork and reinforcement for reinforced concrete
work in (B) Walls, from top of foundation level upto floor two level
10 24.50 Providing and laying controlled cement concrete M.250 and curing complete Cmt 4629.30
excluding the cost of formwork and reinforcement for reinforced concrete
work in (C) Slabs,landing,shelves,Balconies, Lintels, Beams, Girders and
Cantilever upto floor two level.
11 417.00 Providing formwork of ordinary timber planking so as to give a rough finish Smt 258.28
including centering shuttering strutting and propping etc. height of propping
and centering below supporting floor to ceiling not exceeding 4 M. and
removal of the same for in situ reinforced concrete and plain concrete work in.
(C) Vertical surface such as walls (any thickness) partitions and the like
including attached buttresses & string course & the like.
12 13160.50 Providing T.M.T Bar Fe - 500/500D reinforcement for R.C.C work including Kg 77.29
bending, binding and placing in position completed up to floor to level.
Approved Total Amount
Approved Total Amount
IT Rate with according to
but may be Description Unit
No. 1% L.W Cess estimated
Rs. quantities.
13 450.00 Re-Fixing Pre-cast Rubber dye inter locking concrete block 60 mm thick with SMT 326.04
grade of concrete M250 pnumatic compressed by mechanically pressed and as
per approved design including 75 mm sand layer for leveling and filling the joint
with sand in proper line and level etc.complete.
14 996.00 Compaction and finishing of C.C.road by trimix process providing extra labour SMT 63.13
charges for tremix (vaccum de watering services)process on C.C.road surface by
using vacum de watering pump fioater surface vibrator including making grove
and ruogh finish to surface as per instruction including levelling etc.complete
15 25.50 Providing 12 mm thick per-moulded asphalt filler joints as per drawings. SMT 703.53
16 80.00 Supplying and fixing reinforced concrete heavy duty non-pressure pipes with RMT 3469.26
collars for culverts carrying heavy traffic as per IS 458-1991 specifications
including setting the pipes in C.M. 1:2 watering and laying (to level or slopes) of
class NP3 of following internal daimeters.(v) 900mm dia.
17 68.50 Filling available excavated earth (excluding rock) in trenches. plinth, sides of CMT 136.92
foundations etc. in layers not exceeding 20 cm. in depth consolidating each
disposited layer by ramming and watering.
18 45.00 Earthwork for embankmant including breaking clods, dressing with all lead and Cmt 169.28
lift (excluding watering and consolidation (E) from borrow area within 3.0 Km.
19 3.00 Providing and constructing Sewer manholes, scraper manholes and unit house Nos 21116.00
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). Manhole type
"B" circular type having inside diameter of minimum 1500 mm and for depth
from 1.5 M to 4.00M (for 150 mm to 900 mm dia sewers)
20 3.00 Rcc precast Main hole frame and cover manufacture, supply and delivery at Nos 1121.00
store or at site of work precast rcc M-200 frame and cover suitable to drainage
main hole and as per type design and drawing including cost of rainforcement
m.s angle or flet curing mold work etc.
1- Frame suitable for 50 cm opening of MH
21 3.00 Rcc precast Main hole frame and cover manufacture, supply and delivery at Nos 1173.00
store or at site of work precast rcc M-200 frame and cover suitable to drainage
main hole and as per type design and drawing including cost of rainforcement
m.s angle or flet curing mold work etc.
2- Cover suitable for 50 cm opening of MH
22 5.00 Removing and replacing refiting of chambers including Removing top cover & NO 948.45
dismantaling top cement concrete caps & constructing required brick masonery
in CM 1:6 & fixing top cover & frame in cement concrete 1:2:4 etc completed as
directed by engineer in charge
Approved Total Amount
Approved Total Amount
IT Rate with according to
but may be Description Unit
No. 1% L.W Cess estimated
Rs. quantities.
23 37.50 Providing and supplying in standard length ISI mark unplasticised PVC Suitable Rmt 190.00
for potabale water with ring fit joint including cost of ring fit joint including cost
of ring as per IS specification no 4985/1988 including all local and central taxes,
transportation, fright charges, octroi inspaction chrges, loading and unloading
conveyance to departmental stores including cost of jointing material etc
Test Pressure 6 Kg/cm2 - 90MM
24 30.00 Providing and supplying in standard length ISI mark unplasticised PVC Suitable Rmt 575.00
for potabale water with ring fit joint including cost of ring fit joint including cost
of ring as per IS specification no 4985/1988 including all local and central taxes,
transportation, fright charges, octroi inspaction chrges, loading and unloading
conveyance to departmental stores including cost of jointing material etc
Test Pressure 6 Kg/cm2 - 160MM
(2) SAY TOTAL RS.
I / We am / are willing to complete work …………………... % below / above tendered rate mentioned.
Total Estimated Cost Rs. 42,37,511.00………………% Below / above Rs. …………………………………..
*(Please strike out whichever is not applicable).
All work shall be carried out as per public works Department Hand book and other specifications of Division or as
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All the columns is schedule should be filled in ink and the total of the entires in the last column should be struck by
the contractor under his signature.
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Rates quoted include clearnace of site ( prior commencement of work and at its close) in all respects and hold
good for work under all conditions, site, moisture, weather etc.
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Signature of Contractor
CHIEF OFFICER PRESSIDENT
Khedbrahma nagarpalika Khedbrahma nagarpalika
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1. Schedule-B.pdf
2. N Procure.pdf
3. SBD.pdf
4. Genral Condition.pdf
5. Building Specifications.pdf
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