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Tender Value
₹1.5 Cr
EMD Value
₹1.5 L
Closing Date
3 Oct 2026, 6:00 pm
COMMISSIONER, JAMNAGAR MUNICIPAL CORPORATION
The Work of Carrying Out Underground Sewerage Network Related Work In The Areas Where Underground Sewerage Network Facilities Are Not Available Or Are Inadequate In East zone (Ward No: 9,10,11,12) and South zone (Ward No: 13,14,15,16) of Jamnagar City Under SJMMSVY Out Growth Area Grant.
341755
JMC/UGD/32/581/2026-27
Open
Civil Works - Others
Works
Jamnagar
4 documents required · 4 mandatory
₹3,600
The Municipal Commissioner, Jamnagar Municipal Corporation
₹1.5 L
3 Sept 2026
3 Sept 2026
3 Sept 2026
3 Oct 2026
3 Sept 2026
Name of Work: Bid Document for The Work of Carrying Out Underground Sewerage Network Related
Work In The Areas Where Underground Sewerage Network Facilities Are Not Available Or Are Inadequate
In East Zone (Ward No: 9,10,11,12) and South Zone (Ward No: 13,14,15,16) of Jamnagar City Under
SJMMSVY Out Growth Area Grant.
Schedule -B1 : Underground Sewer Network
Item Description Unit Rate
Providing and supplying ISI Marked 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.
Note : One collar should be supplied with each full length plain ended RCC RMT
pipe,cost included in rates below.One rubber ring should be supplied with
each full length socketed pipe, cost included in rates below.
Class NP3 Test Pressure, 0.7 Kg / Sq.m. 150 mm dia pipe
1.0.1 200 MM RCC pipe Class NP3 RMT
1.0.2 300 MM RCC pipe Class NP3 RMT
1.0.3 Class NP4 Test Pressure,0.7Kg/Sq.m. RMT
450 MM RCC Pipe Class NP4
Providing and supplying of Class SN8 Structured wall polythelene Piping systems
(Pipe while online/offline coupler and elastomeric sealing ring) with non-smooth
External Annular Corrugated and smooth internal surfaces (Double Wall) for non-
pressure underground Sewerage and Drainage Application as per EN: 13476-3 including
2 all local and central taxes, transportation, freight charges, octroi, inspection charges, RMT
loading, unloading, conveyance to the departmental stores etc. complete (ID Dia.)
Corrugated DWC HDPE Pipes (non-pressure pipes) for crossings
135 mm dia. Pipe
2.0.1 150 mm dia DWC pipe RMT
2.0.2 200 mm dia DWC pipe RMT
2.0.3 300 mm dia DWC pipe RMT
2.0.4 400 mm dia DWC pipe RMT
RCC precast M.H. Frame & Cover ISI Marked 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 work etc.
3.1 > Cover No.
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, inside and outside 20 mm
thick plastering in C. M. 1:3 necessary 100 mm coping 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
4 manholes and house connection chambers and fixing Manhole covers (but excluding No.
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).
A) Manhole type "A" Circular type having inside diameter of 1200 mm for depth upto 1.5 m
depth (for 150 mm to 500 mm dia sewer)
4.0.1 Extra depth beyond 1 .0 M but up to 1 .5 M depth for "A" type
4.1 Manholetype "B" circular type having inside dia. Of minimum 1500 mm & for depth from
1.5 m to 4.00m (for 150 mm to 600mm dia.Sewerpipe) No.
Manhole type "B" as above but upto 1.50 m depth.
4.1.1 Extra depth beyond 1.50 m but up to 4.00 m depth for "B" type
Excavation for Pipe line trenches Sewer Collecting System and sewer Chamber/Manholes for
all type of strata with hard murrum soft rock/ masonry in Cement concrete or lime
concrete, hard rock and all type of existing roads with all shoring, struting, dewatering if
required, safety provision using site rails and removing and spreading the exacavated stuffs
5 directed with All lead and lines passing through soak pits and reparing of the same including Cum
restoration the infrastructure facilities like water pipe line, gas pipe line, electricity
telephone cables etc.
Total Excavation
0.00 m to 1.5 m depth In all sort of soil
5.0.1 In hard murrum,boulders Cum
5.0.2 In soft rock and/or masonry in CM or L M or Lime Concrete. Cum
5.0.3 In hard rock with blasting and chiseling or by chielling only for
5.1 1.50 m to 3.00 m depth
In all sort of soil
5.1.1 In hard murrum,boulders Cum
5.1.2 In soft rock and/or masonry in CM or L M or Lime Concrete. Cum
5.1.3 In hard rock with blasting and chiseling or by chielling only for
5.2 3.00 m to 4.50 m depth
In all sort of soil
5.2.1 In hard murrum,boulders Cum
5.2.2 In soft rock and/or masonry in CM or L M or Lime Concrete. Cum
5.2.3 In hard rock with blasting and chiseling or by chielling only for
Lowering, Laying & Jointing R.C.C. pipes (Horizontal) in C. M. 1:1 1/2 of following diameters
in proper position, grade and alignment as directed by Engineer-in-charge including
conveyance from stores to site of work, labour, giving hydraulic testing as per ISI code. Class
NP3 Test Pressure, 0.7 Kg / Sq.m. Reinforced Concrete NP4 Class Pipes
Class NP3 Test Pressure, 0.7 Kg / Sq.m. 150 mm dia pipe
6.1 200 MM RCC pipe RMT
6.2 300 MM RCC pipe RMT
6.3 450 MM RCC pipe RMT
Lowering, laying & jointing of class SN 8 structured wall (External Annular
Corrugated and Smooth Internal Surface) Polythelene piping and fittings with the help of
coupler (on line / off line) attached with one end of pipes, sliding over the elastomeric
sealing rubber ring placed on the specified valley of the corrugation at the spigot end
lowering the same into the trench at all level, laying on the lower bedding (constructed at
7 bottom of trenches) at prescribed gradientm, depth & alignment, testing the water RMT
tightness of the joints, ensuring the continuity tests of specified pipe segments etc complete as
per drawing, specifications & detailed engineering, including carriage of pipes &
fittings from site stacks to the place of laying etc. as per direction of Engineer-in-charge.
100 mm dia pipe
7.1 150 mm dia pipe RMT
7.2 200 mm dia pipe RMT
7.3 300 mm dia pipe RMT
7.4 400 mm dia pipe RMT
Refilling and removing the surplus earth after refilling the trenches as directed with in
8 the Municipal Corporation limits Cu.M.
including spreading etc. complete.
Demolition of otla
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 Mortar.
Dewatering by pumping set
Dewatering by pumping set of required capacity including temporary platform carting
10 pumping at site and fixing the same in position including all accessories, and fuel and HP/hr.
labour etc. complete.
Pump set capacity
11 Making job connection for old pipes in connecting the pipe line with existing main.
Providing, supplying in standard length ISI mark rigid unplasticised PVC pipes
for connecting house outlet to chambers with ring fit joint including cost of rings
and all necessary specials, 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 stores and including cost of ointing meterial etc.
12.0.1 75 mm dia pipe RMT
12.0.2 90 mm dia pipe RMT
12.0.3 110 mm dia pipe RMT
12.0.4 140 mm dia pipe RMT
Providing and supplying at store or site of work incl. freight, loading, unloading, stacking,
insaurance & all taxes etc. complete
PVC Couplers 6 Kg/cm^2 (Fabricated) 63 mm dia pipe
12.1.2 75 mm dia pipe No.
12.1.3 90 mm dia pipe No.
12.1.4 110 mm dia pipe No.
12.1.5 140 mm dia pipe No.
12.2.1 PVC Elbow (Fabricated)
12.2.2 75 mm dia pipe No.
12.2.3 90 mm dia pipe No.
12.2.4 110 mm dia pipe No.
12.2.5 140 mm dia pipe No.
RCC precast M.H. Frame & Cover ISI Marked 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
13 design & Drawing including cost of reinforcement M.S. Angles or Flate, curring mold work etc. Pair
10 MT Capacity Frame & Cover
Providing and constructing rectangular brick masonry chamber for house connection as per
type design in brick masonry in C.
M. 1:3 including M-100 in foundation M-150 in benching inside plastering in C. M. 1:3 and
14 outside plastering in C. M. 1:3 coping in M200 and fixing RCC precast manhole frame No.
and covers, but Excl. supply of manhole and cover etc. complete excl. excavation.
House Connection Chamber (500X500x depth up to 1 mt)
Constructing Gully Chamber R.C.C. top slab 1:2:4 mix (1 cement : 2 coarse sand :
4 graded stone aggregate
mm. Nominal size, foundation concrete 1:3:6 mix (1 cement : 3 coarse sand :
Brick bats 40 + 50 mm. Thick with cement mortar 1:5 (1 cement : 5 coarse sand)
finished with a floating coat of neat cement and making channels in cement concrete
15 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm. nominal size) finished No.
smooth complete including curing and testing. Cover with frame size 560 mm. Total
weight of cover and frame to be not less than 128 Kgs. (Wt. Of cover 64 Kgs and Wt. Of
frame 64 Kgs) (A) With
mm. Thick walls of brick masonry using brick having crushing strength not less
than 35 Kg/sq cm. In cement mortar 1:5(1 cement : 5 coarse sand)
Lowering, laying, fixing and jointing PVC/uPVC/cPVC pipes and specials of following class
and diameter including cost of conveyance from stores to site of works including cost
16 of labour, material, cement solvent, giving satisfactory hydraulic testing as per ISI code. Rmt
16.1 75 mm dia pipe Rmt
16.2 90 mm dia pipe Rmt
16.3 110 mm dia pipe Rmt
16.4 140 mm dia pipe Rmt
Renovation of manhole by increasing the height at top including cost of excavation, refitting of
C. I. manhole frame and cover curing etc. complete incl. all carting and providing of
17 materials which is required for the purpose (except manhole frame and No.
18 Add for restoration of infrastructures like Kharkuwa, Electrical Line, Telephone cables all
types, water lines, gas line, septic tanks etc. No.
Kharkuwa Reparing - 0 to 1.5 Mtr.
19 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 1:5 (1- Cement : 5 -fine
Fixing all types of C. I./RCC frame and cover in C.C. 1:2:4 including carting etc. complete
excluding cost of R. C. C.
Providing, Supplying of Crushed Stone Aggregate of following Nominal size of upto 63 mm
21 size crushed Stone aggregate as Cum
22 Spreading the Stone aggregate for rolling and WBM including filling the interstices to
required camber and gradient -40 mm TO 63 mm size crushed stone aggregate Cum
23 Supplying Murrum / Blinding Materials as per requirment and
instruction of engineer in charge
Spreading blindage or road crust filling the gaps in metal and leveling to camber and
gradient as directed.(i) Murrum
25 Box cutting the road surface to proper slope and camber for making a base for road work
including removing the excavated stuff and disposing surplus stuff as directed within Five
providing and laying controlled cement concrete For Various grade as mention below
including temping , vibrating , Finising curing etc Complete but excluding the Cost of
26 reinforcement and filling Expansion joint including proposing the and washing With Water etc Cum
Complete (C)M:250 garde
150mm thk or More
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GENERAL CONDITION.pdf
SCHEDULE B 1.pdf
SCHEDULE B.pdf
SPECIAL CONDITION.pdf
SUMMARY.pdf
TECHNICAL SPECIFICATION.pdf
TENDER TECHNICAL BID.pdf
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