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Tender Value
₹6.7 L
EMD Value
₹7,000
Closing Date
28 Sept 2026, 6:00 pmDue tomorrow
EXECUTIVE ENGINEER , PUBLIC HEALTH WORKS DIVISION, NAKHATRANA
Construction of Pump House at Dayapar H. W. and Various TW site under M & R To Lakhpat Regional Water Supply Scheme-2026-27
343797
05/2026-27
Open
Civil Works - Water Works
Works
Kutch
4 documents required · 4 mandatory
₹900
The Executive Engineer, Public Health Works Division, Nakhatrana
₹7,000
10 Sept 2026
10 Sept 2026
10 Sept 2026
28 Sept 2026
10 Sept 2026
NAME OF WORK :- Construction of Pump House at Dayapar H. W. and Various
TW , under M & R To Lakhpat Regional Water Supply Scheme-2026-27
Ta.Lakhpat Dist.Kachchh
::::: SCHEDULE - B ::::::
Schedule Showing the Approximate Itemwise Quantites of Work to be Carried out Under this Contract.
Cost Put to the Tender RS.
Sr.No. Description of Item Qty. Per Amount
Designing (Aesthetically) and
Constructing R.C.C frame structure of
Pump Room with positive suction/
Negative suction
Without Gantry structure (Upto 3.60 M) Rupees
1. Minimum 15 % opening for ventilation Fifteen
should be provided. Thousand
1 2. Pump room rolling shutter, door and Three
windows of aluminium section and 15301.72 Hundred 30.00 SQM
window grill of iron should be provided One &
(Included in Cost). Paise
3. Plinth level of Pump house should be Seventy
min.1 meter above GL. Two only
4.Cost does not include foundation for
pumping machinery.
Dayapar HW (With GANTRY
Manufacture, Supply & Delivery of
Ductile Iron Flange socket spigot bends,
tees, reducers or any other specials as per
BS-EN-545/1995 Class-A series K12
suitable for use with D.I. Pipes Rupees
manufactured as per IS:8329/1994 One
delivery of specials is to be made to 148.00 Hundred 400.00 Kg
GWSSB store or site of works any where Forty
in Gujarat including all taxes, loading, Eight only
unloading, carting, stacking, insurance,
inspection charges, octroi etc. complete.
200MM DIA D.I. K-7 Pipe Line Above
300 mm Dia. Pipe
Price Bid - Lakhpat
Volume-III, PRICE BID Dayapar PH & Various TW Site Pump Cabin Work
Excavation for pipe line trenches for
water supply, sewerage line, manhole etc.
allwith shoring and struting if required as
per required gradient and line including
safetyprovisions using site rails and
stacking excavated stuff including up to
all required lead cleaning the site etc.
complete for all lifts and strata as
(A) FROM DEPTH 0.00 TO 1.50 MTR.
a) In all sorts of soil and soft murrum Rupees
3 (30%) 89.00 Eighty 29.00 CMT
b) In hard murrum,boulders including Rupees
macadam road (30%) One
135.00 Hundred 29.00 CMT
c) In Soft Rock (40%) Rupees
Lowering Laying and jointing C.I. S.&
S.spun pipes suitable for tyton
joints/mortarlined D.I. pipes of various
4 classes with CI/MS specials of following
99.00 Ninety 100.00 RMT
diameters in proper position, grade and
alignment as directed by engineer In
charge including testing etc. comp.
200 MM DIA D.I. K-7 PIPE LINE WITH E.D.
Refilling the pipeline trenches incl.
ramming, watering, consolidating Rupees
desposal of surplus stuff as directed 22.00 Twenty 93.00 CMT
within a radius of 3 km. Refilling as Two only
directed with Excavated Stuff
Price Bid - Lakhpat
Volume-III, PRICE BID Dayapar PH & Various TW Site Pump Cabin Work
Manufacture, Supply and delivery of cast
iron Detachable Joints (Short & Long)
Complete with joint flanges duly drilled,
synthetic rubber sealing rings
manufactured from styrene butadine
rubber (SBR) and other required Rupees
accrssories such as nut, bolts etc. Nine
confirming to IS Specification 8794-1988 Hundred
or its latest revision if any suitable for use Ninety
with AC Pressure Pipes,. Delivery of Three
joints including its accessories including only
loading, unloading, cartibg, stacking,
insurance all taxes, octroi etc. complete
Long Collar without ISI mark Class -
Part B Kaiyari TW PH
Sr.No. Description of Item Qty. Per Amount
Excavation for foundation upto 1.5 m
depth including sorting out and stacking
of useful materials and disposing off the
excavated stuff upto 50 Meter lead.
(A)Loose or soft soil (40%) 212.52 1.41 Cum
(B)Dense or Hard soil (60%) 272.57 2.11 Cum
Providing and laying cement concrete
1:3:6 (1-Cement : 3- coarse sand : 6-
hand broken stone aggregates 40 mm
nominal size) and curing complete
excluding cost of formwork in (A)
Foundation and Plinth
(a) 1:3:6 3095.25 Thousand 1.06 Cum
Price Bid - Lakhpat
Volume-III, PRICE BID Dayapar PH & Various TW Site Pump Cabin Work
Precast concrete block masonry
(including quoin blocks jamb blocks
closer etc.) with solid concrete blocks of
approved size made of cement concrete
1:3:6 mix (1- Cement : 3 coarse sand: 6-
graded stone aggregates of 20 mm and
down grade) in foundation and
plinth cement morter 1:6
(3.1) For Foundation and plinth 3771.97 Seventy 6.056 Cum
Providing corrugated G.I. sheet of class-3
roofing fixed Rupees
with glavanished iron J or L Hooks, Bolts Seven
and nuts 8mm Hundred
4 diameter with bitumen and G.I. limpet Thirty
washer or G.I. limpet washer. filled with Four &
white lead complete excluding Paise
the cost of purlins, Rafters and Nineteen
Trusses.(1) 0.80 mm thick only
Providing and laying cement concrete
1:4:8 (1- Cement : 4- coarse sand : 8-
hand broken stone aggregates 40 mm
2769.69 Hundred 0.29 Cum
nominal size) and curing complete
excluding cost of formwork in (A)
Foundation and Plinth
Price Bid - Lakhpat
Volume-III, PRICE BID Dayapar PH & Various TW Site Pump Cabin Work
Providing and laying cement concrete
flooring 1:2:4 (1-cement : 2-coarse sand :
4- graded stone aggregate 20mm nominal
339.08 Thirty 4 Sqmt.
size) laid in one layer and finished with a
coat of neat cement. (B) 50mm thick.
Steel work, riveted in built up sections
including cutting, hoisting, fixing in
position and applying a
priming coat of red lead paint. (A) In
beams and joists,
7 5889.5 Hundred 0.54 Qui.
channels angles Tees, flats, with
connecting plates or angle
cleats as in main and cross beams. Hip
and jack rafters,
purlins conneted to common rafters and
ISMC Section 75 x 40 x 4.8 mm
Filling available excavated earth
(excluding rock) in trenches.
plinth, sides of foundations etc. in layers
136.92 Thirty Six 1.5 Cum
not exceeding 20 cm. in depth
consolidating each disposited layer
by ramming and watering.
Providing 15mm thick cement plaster in Rupees
single coat on Rough (Similar)side of One
9 single or half brick walls for interior Hundred
plastering upto floor two level and Eighty &
finished even and smooth in (i) Cement Paise
mortar 1:3 (1-cement:3-sand) Forty only
Part C Mudhan TW PH
Sr.No. Description of Item Qty. Per Amount
Excavation for foundation upto 1.5 m
depth including sorting out and stacking
of useful materials and disposing off the
1 excavated stuff upto 50 Meter lead.
(A)Loose or soft soil (40%) 212.52 1.41 Cum
Price Bid - Lakhpat
Volume-III, PRICE BID Dayapar PH & Various TW Site Pump Cabin Work
(B)Dense or Hard soil (60%) 272.57 2.11 Cum
Providing and laying cement concrete
1:3:6 (1-Cement : 3- coarse sand : 6-
hand broken stone aggregates 40 mm
nominal size) and curing complete
excluding cost of formwork in (A)
Foundation and Plinth
Precast concrete block masonry
(including quoin blocks jamb blocks
closer etc.) with solid concrete blocks of
approved size made of cement concrete
1:3:6 mix (1- Cement : 3 coarse sand: 6-
graded stone aggregates of 20 mm and
down grade) in foundation and
plinth cement morter 1:6
(3.1) For Foundation and plinth 3771.97 Seventy 6.056 Cum
Price Bid - Lakhpat
Volume-III, PRICE BID Dayapar PH & Various TW Site Pump Cabin Work
Providing corrugated G.I. sheet of class-3
roofing fixed Rupees
with glavanished iron J or L Hooks, Bolts Seven
and nuts 8mm Hundred
diameter with bitumen and G.I. limpet Thirty
washer or G.I. limpet washer. filled with Four &
white lead complete excluding Paise
the cost of purlins, Rafters and Nineteen
Trusses.(1) 0.80 mm thick only
Providing and laying cement concrete
1:4:8 (1- Cement : 4- coarse sand : 8-
hand broken stone aggregates 40 mm
2769.69 Hundred 0.29 Cum
nominal size) and curing complete
excluding cost of formwork in (A)
Foundation and Plinth
Providing and laying cement concrete
flooring 1:2:4 (1-cement : 2-coarse sand :
4- graded stone aggregate 20mm nominal
339.08 Thirty 4 Sqmt.
size) laid in one layer and finished with a
coat of neat cement. (B) 50mm thick.
Steel work, riveted in built up sections
including cutting, hoisting, fixing in
position and applying a
priming coat of red lead paint. (A) In
beams and joists,
7 5889.5 Hundred 0.54 Qui.
channels angles Tees, flats, with
connecting plates or angle
cleats as in main and cross beams. Hip
and jack rafters,
purlins conneted to common rafters and
ISMC Section 75 x 40 x 4.8 mm
Filling available excavated earth
(excluding rock) in trenches.
plinth, sides of foundations etc. in layers
136.92 Thirty Six 1.5 Cum
not exceeding 20 cm. in depth
consolidating each disposited layer
by ramming and watering.
Price Bid - Lakhpat
Volume-III, PRICE BID Dayapar PH & Various TW Site Pump Cabin Work
Providing 15mm thick cement plaster in Rupees
single coat on Rough (Similar)side of One
9 single or half brick walls for interior Hundred
plastering upto floor two level and Eighty &
finished even and smooth in (i) Cement Paise
mortar 1:3 (1-cement:3-sand) Forty only
Part D Lakhapar TW PH
Sr.No. Description of Item Qty. Per Amount
Excavation for foundation upto 1.5 m
depth including sorting out and stacking
of useful materials and disposing off the
excavated stuff upto 50 Meter lead.
(A)Loose or soft soil (40%) 212.52 1.41 Cum
(B)Dense or Hard soil (60%) 272.57 2.11 Cum
Providing and laying cement concrete
1:3:6 (1-Cement : 3- coarse sand : 6-
hand broken stone aggregates 40 mm
nominal size) and curing complete
excluding cost of formwork in (A)
Foundation and Plinth
Price Bid - Lakhpat
Volume-III, PRICE BID Dayapar PH & Various TW Site Pump Cabin Work
Precast concrete block masonry
(including quoin blocks jamb blocks
closer etc.) with solid concrete blocks of
approved size made of cement concrete
1:3:6 mix (1- Cement : 3 coarse sand: 6-
graded stone aggregates of 20 mm and
down grade) in foundation and
plinth cement morter 1:6
(3.1) For Foundation and plinth 3771.97 Seventy 6.056 Cum
Providing corrugated G.I. sheet of class-3
roofing fixed Rupees
with glavanished iron J or L Hooks, Bolts Seven
and nuts 8mm Hundred
4 diameter with bitumen and G.I. limpet Thirty
washer or G.I. limpet washer. filled with Four &
white lead complete excluding Paise
the cost of purlins, Rafters and Nineteen
Trusses.(1) 0.80 mm thick only
Providing and laying cement concrete
1:4:8 (1- Cement : 4- coarse sand : 8-
hand broken stone aggregates 40 mm
2769.69 Hundred 0.29 Cum
nominal size) and curing complete
excluding cost of formwork in (A)
Foundation and Plinth
Providing and laying cement concrete
flooring 1:2:4 (1-cement : 2-coarse sand :
4- graded stone aggregate 20mm nominal
339.08 Thirty 4 Sqmt.
size) laid in one layer and finished with a
coat of neat cement. (B) 50mm thick.
Price Bid - Lakhpat
Volume-III, PRICE BID Dayapar PH & Various TW Site Pump Cabin Work
Steel work, riveted in built up sections
including cutting, hoisting, fixing in
position and applying a
priming coat of red lead paint. (A) In
beams and joists,
5889.5 Hundred 0.54 Qui.
channels angles Tees, flats, with
connecting plates or angle
cleats as in main and cross beams. Hip
and jack rafters,
purlins conneted to common rafters and
ISMC Section 75 x 40 x 4.8 mm
Filling available excavated earth
(excluding rock) in trenches.
plinth, sides of foundations etc. in layers
136.92 Thirty Six 1.5 Cum
not exceeding 20 cm. in depth
consolidating each disposited layer
by ramming and watering.
Providing 15mm thick cement plaster in Rupees
single coat on Rough (Similar)side of One
9 single or half brick walls for interior Hundred
plastering upto floor two level and Eighty &
finished even and smooth in (i) Cement Paise
mortar 1:3 (1-cement:3-sand) Forty only
Sr.No. Description of Item Amount Rs.
Construction of Pump House at Dayapar H. W. and Various
1 TW , under M & R To Lakhpat Regional Water Supply
Construction of Pump House at Dayapar H. W. Part A
Construction of Pump House Near TW at Kaiyari TW Part B
Construction of Pump House Near TW at Kaiyari TW Part C
Construction of Pump House Near TW at Kaiyari TW Part D
Rs..6,68,620.06 (Rs. Six Lac Sixty eight Thousand Six Hundred Twenty & Six Paise Only. )
Price Bid - Lakhpat
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details.html
RAW_HTML
1 NIT DAYAPAR PH.pdf
2 VOL 1 A Technical Bid DAYAPAR PH.pdf
3 VOL 1 B GCC DAYAPAR PH.pdf
4 VOL 2 A Extent of Work DAYAPAR PH.pdf
5 VOL 2 B 1 Tech Spec DAYAPAR PH.pdf
6 VOL 3 Price bid NEW PUMP HOUSE AT DAYAPAR HW.pdf
7 VOL 4 Drawings DAYAPAR PH.pdf
8 AFFIDAVIT.pdf
9 GST Rule Applicable.pdf
SCHEDULE - A.pdf
SCHEDULE - B.pdf
Tech Spec Civil Dayapar pump house work.pdf
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