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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Tender Value
₹56.1 Cr
EMD Value
₹56.1 L
Closing Date
31 Jan 2026, 6:30 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Vice President, (P), GUDC Ltd., Gandhinagar
BAVLA SWD-I Under SJMMSVY : Working Survey, Soil Investigation, Design and Construction, Testing and Commissioning of Providing, Supplying, Lowering, Laying and Jointing Rising and gravity main pipeline Network and Box Drainage Network, Pumping Station, Compound wall, Electro-Mechanical work with post completion of 02-Year Operation and maintenance Including 03-[Three] Years Defect Liability Period for Bavla Nagarpalika Strom Water Drainage, Tal: - Bavla, Dist.: Ahmedabad, Gujarat Under SJMMSVY
252938
GUDC/PROJECTS/SJMMSVY/BAVLA/SWD
Open
Civil Works - Others
Works
Gandhinagar
3 documents required · 3 mandatory
₹35,400
GUDC Ltd., Gandhinagar
₹56.1 L
19 Dec 2025
19 Dec 2025
19 Dec 2025
31 Jan 2026
19 Dec 2025
SUMMARY (SCHEDULE-B)
Schedule No. Name of work
Schedule-B-1 Storm Water Network Box Drain
Schedule-B-2 Gravity Main Network
Schedule-B-3 Rising Main Network
Schedule-B-4 Dredging of Pond (Nanu-Motu Talav and Bhat Talav)
Schedule-B-5 Pumping Station at Nana Mota Talav & Near Dholka Road Railway Crossing
Schedule-B-6 Electro-Mechnaical works at Various Pumping Station
Schedule-B-7 Construction of CC Road
Schedule-B-8 Road Restoration of Asphalt Road
Schedule-B-9 Construction of Compound wall and Gate at Nana-Mota Talav
Schedule-B-10 Catch Pit
Total of Schedule-B
Schedule-C 02-Years of Operation and Maintenance
Total Project Cost In Rs.
I/We am/ are willing to carry out the work at ………………………………… above/ below /at par percent
(should be written in figures and words),
the estimated rates mentioned above. Now amount of my/our tender works out as under.
* Estimated Amount * Estimated Amount
Put To Tender Put To Tender
Rupees In Word………………………………………………. Rupees In Word……………………………………………….
Storm Water Network Box Drain
Item Description Unit Qty Rate 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
1 including up to all required lead cleaning the site etc. cum 6,325.96 102.35
complete for all lifts and strata as specified In all sorts of
soil and soft murrum
Upto 1.50 mt depth
2 In hard murrum, boulders incl. macadam road cum 2,108.65 155.25
In soft rock and/or masonry in CM or L M or Lime
In hard rock and I or in C. C. 1:2:4 or RCC with blasting,
4 breaking, chiseling, or by chiseling/breaking only. cum 1,054.33 427.80
1.50 mt to 3.00 mt depth In all sorts of soil and soft
6 In hard murrum, boulders incl. macadam road cum 854.06 170.20
In soft rock and/or masonry in CM or L M or Lime
In hard rock and I or in C. C. 1:2:4 or RCC with blasting,
8 breaking, chiseling, or by chiseling/breaking only. cum 427.03 446.20
Refilling the pipeline trenches incl. ramming, watering,
9 consolidating desposal of surplus stuff as directed within a cum 3,124.87 25.30
radius of 3 km.
Providing and casting in situ mass cement concrete in
grade M-10 (approx. corresp. to prop. 1 :3:6) using granite
10 quartzite trap metal of size 12 mm to 25 mm incl. cum 1,054.33 4,567.80
consolidation curing etc. complete.With Form Work
Providing and cast in situ C.C. in grade M-30 proportions
of ingredients as per mix design by weigh batching using
granite, quartzite trap metal of size 12 mm to 20 mm and
or 6 mm to 12 mm including scaffolding centering
formwork, needle vibrated consolidation, curing and
11 hydraulic testing etc. complete (excluding cost of cum 3,576.74 9,444.95
reinforcement) with centering and shuttering and
deshuttering etc. comp. up to 6 meter height ldepth Av.
G.L.for all water retaining structures (for Box Drain)
Flat bottom slab/floor slab/slab with shuttering
12 For Vertical Wall of Above 25 cm cum 3,511.28 9,295.45
Item Description Unit Qty Rate Amount
Supplying cutting, bending, binding and placing in position
steel as per plan and design and as per ISS 2502 including
cost of steel and binding wire for reservoirs/structures
13 only including lift up to 6 meter height or depth below G.L. MT 1,417.61 89,129.60
for all diameters. Do - deformed (TMT) bars confirming to
relevant IS Fe - 500 grade for all diameters.
Providing and fixing in position P.V.C. heavy duty water
stops in barrels, troughs and wing walls with 25 mm wide
expansion joint as shown in drawing including filling the
joints with asphalt pad or bitumen cork board of approved
225 mm WIDE P.V.C. WATER STOP
Providing and fixing in position pre-moulded asphalt or
bitumen cork board of approved quality and specifications
as per design and drawing.
20 mm thickness
Constructing Brick masonry road gully chamber 500mm x
16 450mm x 600mm including 500mm x 450mm C.I. Each 123.00 2,017.19
horizontal grating wih frame complete.
Dewatering In all sorts of soil and soft murrum, hard
Murrum and boulders, Soft Rock, Hard Rock, upto 1.5 mt.
depth from G.L.
1.50mt to 3.00 mt depth
Providing and fixing cast iron steps of size 500mm x
150mm x 22.5mm and painting with two coats of Anti-
corrosive paint etc. complete.
Providing and fixing intermediate vertically placed
removable cast iron jail (minimum opening 50 mm) fixed
in RCC grooves (75 mm bearing on all sides) in the drain
walls for arresting floating debris placed at 60 m c/c in
straight reach and at junctions and bends provided with
RCC Cover for cleaning.
Total Amount (In Rs.) =
Total Amount (In Rs.) =
Gravity Main Network
Item Description Unit Qty Rate Amount
Providing and supplying lSl Standard R.C.C. pipes 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/
1 1989) for following dia. Note : One collar should be supplied with each full length Rmt. 521.00 2,179.00
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. Class
IRS/NP-4 - 450 mm Pipe Dia.
2 500 mm Pipe Dia. Rmt. 490.00 2,337.00
3 600 mm Pipe Dia. Rmt. 226.00 2,994.00
4 700 mm Pipe Dia. Rmt. 364.00 3,900.00
5 800 mm Pipe Dia. Rmt. 452.00 5,575.00
6 900 mm Pipe Dia. Rmt. 159.00 6,638.00
7 1000 mm Pipe Dia. Rmt. 121.00 8,282.00
8 1100 mm Pipe Dia. Rmt. 65.00 8,671.00
Frame & Cover Manufacture, supply & Delivery at store or at site of work precast FRC
ROUND FRAME & ROUND COVER - MSB 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.
Clear Opening : 560 mm dia
Cover Size : 710 mm dia
11 Cover Thickness : 100 mm No. 100.00 1,850.00
Frame Size : 865 mm dia
Frame Thickness : 175 mm
> Frame & Cover
Providing and constructing Sewer manholes, scraper manholes and unit house
connection chamber, as per the type design in brick masonary in C. M. 1:3 and outsice
plastering in C. M. 1:3 necessary 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
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).
Manhole type "B" circular type having inside diameter of minimum 1500 mm and for
depth from 1.5 M to 4.0 M (for 150 mm to 600 mm dia sewers) Manhole type "B" as
above but up to 1.5 M depth.
13 Extra depth beyond 1 .5 M but up to 4.0 M depth for type B manhole above. Rmt. 41.00 14,159.95
Manhole type "C" circular type having inside diameter of minimum 1500 mm and for
14 depth b3yond 4.0 m to 6.0 m (for 150 mm to 1800 mm dia sewers) Manhole type "C" No. 16.00 60,844.20
as above but up to 4.0 M depth.
Extra depth beyond 4.0 M and up to 6.0 M depth for type "C" manhole above.
Scraper manhole type "SI" rectangular type for 600 mm dia t0 1200 mm dia sewer
16 pipes and for depth 2.5 m to 9.0 m. No. 48.00 60,166.85
Extra depth beyond 2.5 m and upto 9.0 m depth for type "SI" scraper manhole above.
Item Description Unit Qty Rate Amount
Providing, fixing and constructing of pre-cast RCC M-40 grade circular manholes with
internal dia 1.5m and up to specified depth having pre-cast RCC M-40 grade circular
manhole cover frame (ID 0.56m, OD 0.92m), conical piece (top ID 0.56m, bottom ID
1.5m, vertical height 1.305m, wall thickness 125mm), and circular rings of required
heights (ID 1.5m, height 150/225/300/ 600/900/1200 mm, wall thickness 125mm)
below conical piece as per required depth of manhole and having steel reinforcement
in conical piece @ not less than 80 kg per cum of concrete, including cast-in-situ PCC
M-10 grade (1:3:6) foundation of 2.125m dia and 150mm thickness, PCC M15 grade
circular wall ID 1.425 m, wall thickness 200mm, height equal to ID of sewer pipe + one
wall thickness of pipe + 50 mm (to flush the manhole frame with road top, height of
wall can be increased but not more than 100mm), PCC M15 grade benching and
channel portion and up to top level of sewer pipe etc complete with curing
compaction and form work, supplying and fixing heavy duty SFRC manhole cover as
18 per IS 12592 (Part I and II), supplying and fixing plastic encapsulated CI/MS footsteps / No. 10.00 23,900.00
SFRC footsteps, including cost of shuttering, steel reinforcement, testing for water
tightness etc complete in all respect as per drawing, as per specification and the
direction of the Engineer. Pre-cast RCC M-40 grade circular manhole conical piece
with inbuilt cover and frame (height 1.305), cast-in-situ PCC M-10 grade foundation,
PCC M15 grade circular wall ID 1.425m, wall thickness 200mm, wall height equal to ID
of sewer pipe + one wall thickness of pipe + 50 mm, PCC M15 grade benching and
channel portion. Depth of manhole shall be measured from top of manhole cover
upto lowest invert of pipe. (Depth includes in the item = height of Conical piece + ID
of Sewer pipe + 1 Wall thickness of pipe + increased height of wall (if any) + 50mm)
Providing and fixing pre-cast RCC M-40 grade circular ring of ID 1.5m, wall thickness
19 125mm, height 150/225/300/600/900/1200mm for constructing extra depth of Rmt. 18.00 9,220.00
manhole beyond depth mentioned as per drawing.
Excavation for pipe line trenches incl. all safety provisions using site rails and stacking
excavated stuff up to a leadof 90 mts. cleaning the site etc. complete for lifts and
20 strata as specified. Cu.M. 15,730.00 102.35
0.0 m to 1.5 m depth
In all sorts of soil & soft murrum
21 In hard murrum, boulders incl. macadam road Cu.M. 3,371.00 155.25
22 In soft rock and/or masonry in CM or L M or Lime Concrete. Cu.M. 1,685.50 187.45
In hard rock and I or in C. C. 1:2:4 or RCC with blasting, breaking, chiseling, or by
chiseling/breaking only.
24 1.50 m to 3.0 m depth In all sorts of soil & soft murrum Cu.M. 11,420.00 112.70
25 In hard murrum, boulders incl. macadam road Cu.M. 2,448.00 170.20
26 In soft rock and/or masonry in CM or L M or Lime Concrete. Cu.M. 1,224.00 187.45
In hard rock and I or in C. C. 1:2:4 or RCC with blasting, breaking, chiseling, or by
chiseling/breaking only.
28 3.00 m to 4.50 m depth In all sorts of soil & soft murrum Cu.M. 829.00 118.45
29 In hard murrum, boulders incl. macadam road Cu.M. 178.00 177.10
30 In soft rock and/or masonry in CM or L M or Lime Concrete. Cu.M. 89.00 187.45
In hard rock and I or in C. C. 1:2:4 or RCC with blasting, breaking, chiseling, or by
chiseling/breaking only.
32 4.50 m to 6.0 m depth In all sorts of soil & soft murrum Cu.M. 3,839.00 125.35
33 In hard murrum, boulders incl. macadam road Cu.M. 823.00 185.15
34 In soft rock and/or masonry in CM or L M or Lime Concrete. Cu.M. 411.50 187.45
In hard rock and I or in C. C. 1:2:4 or RCC with blasting, breaking, chiseling, or by
chiseling/breaking only.
36 6 m to 7.5 m depth In all sorts of soil & soft murrum Cu.M. 3.00 129.95
37 In hard murrum, boulders incl. macadam road Cu.M. 1.00 192.05
38 In soft rock and/or masonry in CM or L M or Lime Concrete. Cu.M. 1.00 187.45
In hard rock and I or in C. C. 1:2:4 or RCC with blasting, breaking, chiseling, or by
chiseling/breaking only.
Dewatering In all sorts of soil and soft murrum, hard Murrum and boulders, Soft
40 Rock, Hard Rock, upto 1.5 mt. depth from G.L. Cu.M. 4,822.00 31.05
1.50mt to 3.00 mt depth
Item Description Unit Qty Rate Amount
42 4.50 mt to 6.00 mt depth Cu.M. 686.00 54.05
Lowering , Laying and jointing R.C.C. pipes in C.M.1:1 1/2 of following diameter in
proper position, grade and alignment as directed by Engineer-in-charge including
44 conveyance from store to site of work,labour giving hydraulic testing as per ISI Code. Rmt. 521.00 196.65
450 mm Pipe Dia
45 500 mm Pipe Dia. Rmt. 490.00 217.35
46 600 mm Pipe Dia. Rmt. 226.00 262.20
47 700 mm Pipe Dia. Rmt. 364.00 308.20
48 800 mm Pipe Dia. Rmt. 452.00 347.30
49 900 mm Pipe Dia. Rmt. 159.00 391.00
50 1000 mm Pipe Dia. Rmt. 121.00 431.25
51 1100 mm Pipe Dia. Rmt. 65.00 470.35
Refilling the pipeline trenches incl. ramming, watering, consolidating desposal of
54 surplus stuff as directed within a radius of 3 km. Cu.M. 38,456.00 25.30
Providing and casting in situ mass cement concrete in Gradde M-10(approx
55 correspondence to propotion 1:3:6) using granite quartizite trap metal of size 12mm Cu.M. 3,846.00 4,567.80
to 25mm incl. consolidation curing etc. complete.
Loosen. de-silt and thoroughly clean and remove debris and objects such as boulders,
bricks elc. bacteriological slimes, roots, encrustations, grease, carbonated deposits,
56 etc from the sewer line ncluding disposal of silt I debris I malba I ObJeCts etc. by Rmt. 1,200.00 1,303.00
super suction machine.
Total Amount (In Rs.) =
Total Amount (In Rs.) =
Rising Main Network
Item Description Unit Qty Rate Amount
Providing and supplying D. I. K-9 grade pipes for following nominal bore diameter with
internal cement mortar lining including all taxes, insurance, transportation, fre ight
charges, octroi, inspection charges. loading, unloading, conveyance to departmental
stores, slacking etc. complete. (IS 8329-2000). Rate for Dl pipe based on Wholesale
1 Price index of Pig Iron as 149.2 for the month of Jan-2022. For sewerage project Rmt. 5,223.00 23,976.00
cement mortor lining shall be with sulphate resistance cement
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 manufactured as per IS:8329/1994delivery of specials is to be
made to site of works any where in Gujarat including all taxes, loading, unloading,
carting, stacking, insurance, inspection charges, octroi etc. complete. Rate for Specials
Above 350mm dia
Providing and supplying ISI mark CI D/F Sluice Valves/ Scour Valve as per IS:14846
(Latest Edition) of following class and diameter including all taxes, insurance,
3 transportation, freight charges, octroi, inspection charges, loading, unloading, Nos. 5.00 1,26,464.00
conveyance to departmental stores, stacking etc. complete.
Providing and supplying C. I Air valves of approved make & quality of following class
and diameter including all taxes, insurance, transportation, freight charges, octroi,
inspection charges, loading, unloading, conveyance to departmental stores, stacking
etc. complete. air valve Double Acting (DS2) type 150mm dia
Erection of airvalve riser by installing new M.S pipe of 6mm thick and 3.2mt length ~th
5 necessary fittings such as flange of ppropnate size nut bolts and embeded the pipe 10 Nos. 12.00 8,960.80
R CC M: 15 with offset of 10 em around pipe with necessary steel etc complete
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
cleaning the site etc. complete for all lifts and strata as specified.
0.0 to 1.5 mt depth. In all sorts of soil and soft murrum
7 In hard murrum, boulders incl. macadam road. Cum 3,612.83 155.25
8 In soft rock and/or masonary in CM or LM or Lime Concrete. Cum 2,167.70 187.45
In hard rock and/or in C.C. 1:2:4 or R.C.C. with blasting and chiselling or by chiselling
10 1.5 to 3.0 mt depth. In all sorts of soil and soft murrum Cum 3,362.34 112.70
11 In hard murrum, boulders incl. macadam road. Cum 1,681.17 170.20
12 In soft rock and/or masonary in CM or LM or Lime Concrete. Cum 1,008.70 205.85
In hard rock and/or in C.C. 1:2:4 or R.C.C. with blasting and chiselling or by chiselling
Lowering, laying and jointing C. I. S & S Spun pipes suitable for Tyton joints / Mortar
lined D. I. Pipes of various classes with CI / MS specials of following diameters in
14 proper position, grade and alignment as directed by Engineer-in-charge including Rmt. 5,223.00 1,051.10
hydraulictesting etc. complete
Lowering, laying and jointing in position following C. I. / D/F Reflux valves, Butterfly
valves, Sluice valves including cost of all labour, jointing material, including nut bolts
and giving satisfactory hydraulic testing, etc. complete. 600mm dia
Item Description Unit Qty Rate Amount
Construction of valves chambers in brick or bela stone masonry, locally available in C.
M. 1:6. Foundation concrete 150 mm thick in C. C. 1:4:8 of trap metal size 25 mm to
40 mm thick, inside cement plaster in C. M. 1:3 and cement pointing outside in C. M.
1:3 and top cover of precast RCC slab 100 mm thick (with key hole in two parts, each
with handles or MS Bar etc. complete as given size) Upto 1 Mt. depth from G. L. to
16 pipe invert level incl. complete civil works but excl. cost of excavation and refilling, Nos. 5.00 13,053.65
with cast in situ RCC slab in one single piece with fixing of CI-MH Frame and cover
(excl. cost of CI-MH Frame and cover) with 23 mm thick brick masonry wall in C.M.1:6
Valve chamber of Size
Valve chamber of Size 1.30 x 1.30 x 1.0 m
17 For 1 mt extra Depth Rmt. 5.00 6,996.60
Providing and casting in situ C.C. in grade M-20 (proportions as per mix design or as
per table-9 of IS456 2000 in masses by weigh batching ) using granite, quartzite trap
metal of size 6 mm to 20 mm for RCC work, including scaffolding centering, formwork,
18 needle vibrated consolidation, curing complete up to 6 meter depth or height Cum 182.00 6,348.00
(excluding cost of reinforcement and neat finishing) with centering and
shuttering/deshuttering etc. complete for structure other than water retaining (Below
G.L). Thrust Block & Air valve Riser
Supplying, cutting, bending, binding, and placing in position steel as per plan and
design and as per ISS 2502 including cost of steel and binding wire for
19 reservior/structures only including lift up to 6 mt. height or depth below G. L. for all MT 7.30 89,129.60
diameters. Do - deformed (TMT) bars confirming to relevant IS Fe - 500 grade for all
Providing bedding incl. ramming, watering, levelling, consolidating etc. Complete as
20 per standard and instruction of engineer incharge As above with Murrum brought Cum 1,139.97 202.40
from outside inclduing all lead
Refilling the pipeline trenches including ramming, watering, consolidation, disposal of
21 surplus stuff as directed within a radius of 3 KM Cum 15,377.00 25.30
Drilling of Horizontal bore hole for water main pipeline under the Railway / Road
tracks in all strata with required length including fixing of M.S.(or as specified by
Railway / Road authority) casing pipe of suitable size and Thickness. Rate includes the
cost of Drilling of bore hole , Casing pipe & welding pushing etc complete but
excluding the cost of water main, valves and other items. Entire work should be as per
Approved Drawing and as per instruction of Railway / Road authority for Following
diameter of Bore hole. for MS pipe Horizontal Drilling-2000:& MS Casing Pipe-1829
thick: 14.2 Horizontal Drilling-1300:& MS Casing Pipe-1200 thick:16
Total Amount (In Rs.) =
Total Amount (In Rs.) =
Dredging of Pond (Nanu-Motu Talav and Bhat Talav)
Item Description Unit Qty Rate Amount
Deepening of Lake/Pond or any water bodies in all type of soil with yellow, sandy,
gravelly soil including wet and slushy condition of soil including soft murrum & hard
1 murrum by machinery including conveying and spreading excavated stuff as & where cum 3,67,310.00 82.60
directed with lead up to 1.00 km and all lift etc. complete.
2 In all sorts of soil and soft murrum, hard Murrum and boulders, Soft Rock, Hard Rock, cum 1,46,460.00 19.55
a. upto 1.5 mt. depth from G.L.
Conveyance charge of earth ,lime,murrum, building rubbish, manual garbage, sludge,
4 excavated rock, fly ash, aggregate of any kind etc. comp. Up to 3.0 Km. lead cum 1,46,924.00 42.97
Conveyance charge of earth ,lime,murrum, building rubbish, manual garbage, sludge,
5 excavated rock, fly ash, aggregate of any kind etc. comp. Up to 4.0 Km. lead cum 36,731.00 50.98
Conveyance charge of earth ,lime,murrum, building rubbish, manual garbage, sludge,
6 excavated rock, fly ash, aggregate of any kind etc. comp. Up to 5.0 Km. lead cum 36,731.00 58.71
Total Amount (In Rs.) =
Total Amount (In Rs.) =
Pumping Station at Nana Mota Talav & Near Dholka Road Railway Crossing
Item Description Unit Qty Rate Amount
Sinking single circular well of internal diameter and thickness of steining as specified
up to the level as specified in all sorts of soi l including hard murrum, boulders and all
strata type & strata up to the level as per drawing by dredging, dewatering, drop
chiselling with necessary kentiedge and with mechanical means as may be necessary
1 for this type of work including all labour. plant machinery etc. complete. Zero le vel to Rmt. 6.00 1,03,129.70
be considered from cutting edge le vel. Including all labour charges with Dewatering
but Excluding cost of Cutting Edge & Well steining For 12.0 mt dia well, internal incl.
Dewatering 1. 0 to 3 mt depth
Providing fabricating and placing cutting edge and curbs as per design MT
and drawing manufactured from structural steel or M.S. plate confirming to
5 ISS 226-1962 incl. Riveting, welding etc. complete. incl. m.s.bars, anchor MT 9.42 1,01,124.10
bolts and structural steel etc complete.
Providing and casting in situ mass cement concrete in grade M-10 (approx.
corresp. to prop. 1:3:6) using granite quartzite trap metal of size 12 mm to
mm incl. consolidation curing etc. complete. with Formwork.
Providing and cast in situ C.C. in grade M-25proportions of ingredients as
per mix design by weigh batching using granite, quartzite trap metal of size
12 mm to 20 mm and or 6 mm to 12 mm including scaffolding centering
7 formwork, needle vibrated consolidation, curing and hydraulic testing etc. Cum 98.24 9,288.55
complete (excluding cost of reinforcement) up to 6 meter height /depth Av.
G.L.for all water retaining structures a. Slab
8 Beams Cum 27.52 9,599.05
9 Vertical walls ( above 25 cm) Cum 371.78 9,126.40
10 Column Cum 4.41 10,574.25
Supplying, cutting, bending, binding, and placing in position steel as per plan and
design and as per ISS 2502 including cost of steel and binding wire for
11 reservior/structures only including lift up to 6 mt. height or depth below G. L. for all MT 75.29 89,129.60
diameters. Do - deformed (TMT) bars confirming to relevant IS Fe - 500 grade for all
Brick work using common burnt clay buildings brick having crushing strength not less
than 35kg/sq.cm. in foundation and plinth in CM 1:6 ( 1 Cement: 6 Fine Sand) Extra for
brick in super structure above plinth level up to floor two level A) Modular
Providing and laying polished kota stone slab flooring over 20mm (average) thick base
of cement mortar 1:6 ( 1 cement : 6 course sand) or LM 1:1.5 laid over and jointed with
grey cement slurry including rubbing and polishing etc. complete A) 25mm thick
Providing 15mm thick cement plaster in single coat on fair side Brick/Concrete wall for
14 interior plastering upto floor two level finished even and smooth in : 1) Cement Mortar Sqm 1,291.54 188.42
1:3 ( 1cement : 3 sand )
Providing 20 mm thick cement plaster in single coat on single or half brick wall for
15 interior plastering upto floor two level finished even and smooth in : 1) Cement Sqm 295.67 217.94
Mortar 1:3 ( 1cement : 3 sand )
20mm thick sand faced cement plaster on wall upto hight 10 meters above ground
level consisting of 12mm thick backing coat of CM 1:3 ( 1 cement : 3 sand ) and 8mm
thick finishing coat of CM 1:1 ( 1 cement : 1 sand ) etc complete
White washing with lime on wall surfaces( two coats) to give an even shade including
17 thoroghly brooming the surface to remove all dirt, mortar drops and other foreign Sqm 1,587.21 12.41
Item Description Unit Qty Rate Amount
Finishing wall with water proofing cement paint on wall surfaces (two coats) to give an
approved brand and manufactures and of required shape even shade after throughly
18 brushing the surface to remove all dirts, and remains of loose powdered material. Sqm 345.10 57.44
Providing and fixing copper lightning arrestor incl. copper strip and earthing plate etc.
19 complete (incl. cost of excavation for earthing plate etc. rate per kgs of copper). Kg 100.00 1,009.70
Providing and fixing rolling shutters of approved make made of 80mm wide MS Laths
inter locked together through their entire length and jointed together at the ends by
end lokes mounted on specially designed pipe shaft with bracket plates, guide
20 channels and arrangements for inside and outside locking with push pull operation Sqm 24.50 2,745.59
complete including the cost of hood cover and spring etc. complete A) shutters having
width below3.5 mt
Providing and fixing 35 mm thick shutters for Doors, windows and clearstory windows
21 including blackenamelled M.S. butt hinges with necessary screws. (A) Indian teak Sqm 7.20 3,656.67
wood. (i) Fully Panelled.
Providing and fixing 50 cm wide M.S. Ladder fabricated from M.S. Flats 10 mm x
mm with 20 mm dia steel bar steps in double rows, @ 30 cm C/C. The include stays of
22 10 mm x 50 mm flats fixed at 3 meter C/C with welding anchoring and 3 coats Rmt 21.00 3,392.50
anticorrsive paint. M.S. Ladder(Without safety cage)
Providing an fixing 25 mm x 5.2 mm MS railing with three horizontal rows and posts of
angle iron of size 65 mm x 65 mm x 8 mm RCC 150 mm and 1.15 meter height and
placed at 1.85 mt / c/c including painting two coats and anchorage in CC etc complete
Providing and fixing depth gauge painted on TW plank 25 mm / MS plate 4 mm thick
float, level indicator sliding wire on standard pullies incl. necessary arrangement to
prevent the swinging etc. complete with calibration up to 5 mt height.
Providing, installing & commissioning Lifting Device including all electrical cable
25 connection complete: Chain pulley block 3 tonne capacity NO 2.00 22,560.00
Purchasing & supplying at site of works, with Railway freight, loading, unloading,
26 carting, etc. complete such as joints, channels, angles, iron rails, etc. Angles 10mm & MT 1.50 72,916.00
above thick For EOT Crane
Labour charges for lowering laying, erecting, fixing, various size of M. S. section such as
27 joints channel, angles plates etc. complete. do - with fabrication. MT 1.50 13,069.75
Single Girder EOT Crane: Supply, installation, testing & commissioning single girder
type fully electrically operated EOT crane with electrically operated hoist, class II duty,
geared travelling trolley with seven meter lift complete with long travel rail track (40
mm sq. bar), moving or cross girder, all three motions electrically operated by suitable
28 rating motor IP 54, control panel & down pendant control block, brake, safety device, NO 2.00 5,54,250.00
cables form motor to starter panel & other required accessories & tested as per IS
Specifications.
3 T, Span-9 m - 12 m, Long travel-12 m, Lift-6 m - 10 m.
Total Amount (In Rs.) =
Total Amount (In Rs.) =
Electro-Mechnaical works at Various Pumping Station
Item Description Unit Qty Rate Amount
Sewage Non Clog, End Suction Type Vertical Centrifugal Pump :-
Supply, installation, testing & commissioning of non clog seweage vertically mounted end suction type vertical centrifugal pump set of required
capapcity & head with suitable TEFC squirrel cage foot mounted induction motor (with minimum IE-3 efficiency class), working on three phase
Hz ± 3%, 415 V ± 10% AC supply, 1500 RPM synchronous speed including suitable provision of extended shaft of 2 meters length to couple with
1 motor along with base frame, coupling with guard, foundation bolts, strainer etc. complete set as per relevant IS & following M.O.C: Casing: 1.5 to Set. 5.00 6,59,184.00
2% Ni. CI; Impeller & wearing ring: SS / CF8M, Shaft with sleeve: SS & Base frame: CI; Guide Pipe: SS.
PUMP Required:- 180 HP (3 Working AND 2 Stand By)
2 PUMP Required :- 240 HP (2 Working AND 2 Stand By) Set. 4.00 7,62,181.00
PRESSURE GAUGE:
Design, Supply, Installation, Testing, Commissioning of Bourdon Type Pressure Gauge, ±1% accuracy, Direct bottom 1/2" NPT
(M) process connection, IP 67, Glycerine filled, SS304 Case with Bayonet Type Bezel, SS316 L Bourdon Tube, SS 316 Movement
3 material, Aluminium dial with black graduation on white background, Micro Zero adjustable pointer, neoprene gasket, Blow out No. 9.00 1,029.00
disc, shatter proof glass, SS tag plate etc as per IS 3624.100 mm dial size
Range : 0 - 6 kg / sq.cm.
FLOW METER:Full Bore Electromagnetic Flow Meter- Regular Power operated
Design, Supply, Installation, Testing, Commissioning of Full Bore Electromagnetic flow meter with factory calibrated, Regular
Power Operated, flanged connection, Flow sensor, Indicator, transmitter and totaliser with all accessories viz. surge arrestor,
associated cables, cabinets, hardwares, etc complete as per following specifications:
DC pulsed type, IP 68 Protection, Flanged process connection as per IS 1538 or equivalent standard, SS304/ Metallic Alloy Flow
Tube, SS316/ SS 316 L/ Hastelloy Sensor, SS316/ Hastelloy Grounding Ring/ Inbuilt Grounding Electrode, Neoprene/
Polyurethane/ Hard Rubber/ Rilsan lining, SS304/ Die Cast Aluminium/ Carbon steel with Anticorrosive Paint Coil Housing with
Junction Box, CS flanges.
Microprocessor based, Modular design, 2 line LCD for indication of actual flow rate, forward, reverse, sum totaliser display,
4 ±0.5% accuracy at 0.3 to 4 m/sec velocity, 4 to 20 mA with HART/Modbus output, one scalable pulse, one status output, IP 67 No. 5.00 4,78,458.00
protection, Die cast aluminium/ polycarbonate/ SS316 with Anticorrosive Paint/ PU finish with glass window enclosure, Inbuilt
EEPROM and Data Logger, 20 meters cable length for sensor to transmitter communic+ation etc alongwith wall mounted/ stand
mounted cabinet. Full Bore Electromagnetic Flow Meter (Regular Power Operated)- PN 10 Size : 1000 mm Nominal Bore (At
EXPANSION BELLOWS:
Supply, installation, testing & commissioning of flange ends Expansion Bellow as per EJMA standards of overall length of
minimum 300 mm, designed for 15 mm axial compression and 5 mm axial extension with tie rods etc. of following MOC &
5 pressure ratings. No. 12.00 29,280.00
MOC: Bellows: SA 240 Gr. 304; Internal Sleeve: SA 240 Gr. 304; Weldends: IS 2062 Gr. B; Flanges: IS 2062 Gr. B (Drilling as per
IS 1538 / IS 6392 ) & Limit Rods & Nuts: CS - IS
Ultrasonic Type Level Transmitter with Integral Display :
Design, Supply, Installation, Testing and Commissioning of NOn Contact Ultrasonic Type Level Transmitter with Integral
Sensor with Head Mounted Transmitter:
The sensor should be non contact type, field mounting type, housing shall have minimum IP65 protection, PP/ PVC Sensor MOC,
Microprocessor based indicator with LED / LCD digital display,panel/ wall mounting type, power supply shall be 110- 240 Vac
Accesories: Mounting bracket, nut, bolts etc as per system requirement and Hook up diagram of the Instruments.
Level Transmitter shall be suitable for following Range.
iii) 0 to 15 Meter
C.I. D/F VALVES: SLUICE VALVE:
Providing and supplying ISI mark CI D/F Sluice Valves as per IS:14846 (Latest Edition) of following class and diameter including
all taxes, insurance, transportation, freight charges, octroi, inspection charges, loading, unloading, conveyance to departmental
stores, stacking etc. complete..
PN-1 With hand wheel /cap operated (PD type short body) Size:400 mm NB-(delivery side)
Lowering, laying and jointing in position following C. I. / D/F Reflux valves, Butterfly
8 valves, Sluice valves and Air valves including cost of all labour, jointing material, No. 9.00 2,266.65
including nut bolts and giving satisfactory hydraulic testing, etc. complete Size 400 mm
Providing and supplying C. I. Air valves of approved make & quality of following class and diameter including all taxes,
9 insurance, transportation, freight charges, octroi, inspection charges, loading, unloading, conveyance to departmental stores, No. 2.00 12,384.00
stacking etc. complete.
Air valves double acting (DS 2) Size: 150 mm NB - PN
Lowering, laying and jointing in position following C. I. / D/F Reflux valves, Butterfly
10 valves, Sluice valves and Air valves including cost of all labour, jointing material, No. 2.00 695.75
including nut bolts and giving satisfactory hydraulic testing, etc. complete Size 150 mm
Manufacturing, fabrication, installation,laying, testing, painting & commissioning of M.S. Pipe confirming to IS 3589 fabrication
from M.S. plate confirming to IS 2062. The pipe shall be inside & outside food grade epoxy painted with 150 micron thick & shall
be provided with necessary supports & anchoring. the job also includes excavation if required with all necessary work and
connection to the main. The length & size of the pipe are indicative and shall be designed and proposed as per the pump model
& make propsed by the bidder to suit the layout detailed in G.A. drawings.
Note : The BOQ for the MS Pipes and Specicals as per Actual Pump Model offered and actual site condition shall be submitted for
client/ Consultants approval for setifactory complition of the project. Size: 610 mm NB-6.3 mm thick (on Delivery side)-As per
site requirement
12 Size: 406.4 mm NB-6.3 mm thick (on Delivery side)-As per site requirement RMT 200.00 4,393.00
Lowering, laying, Jointing & welding in position to correct line & level M.S. Pipe with outer gunniting & inside lining/Epoxy
painting on pedestal or chairs upon prepared formation or prepared bedding in trenches the rates include conveyance from
13 store to site of work loading, unloading, joint plastering, hydrotesting etc.complete. RMT 200.00 583.05
Size: 610 mm NB-6.3 mm thick
14 Size: 400 mm NB-6.3 mm thick RMT 200.00 407.10
Item Description Unit Qty Rate Amount
Providing, S.I.T.C of Structure Steel at site of work with freight, loading, unloading carting, etc. including all taxes and duties
complete such as joints, channels, angles, Iron Rails, ISA/ISMC/ISMB/MS flat, Plates, Chequered plates (below 10mm thickness)
15 etc. required for support structure of Elecrto- Mechanical equipments etc. for support on floor / wall / beam / brackets etc. as Kg 1,000.00 77.00
per tender and IS.
Supplying and erecting, commissioning and testing of Diesel Generating set confirming to IS:4722:1968 & BS:5514 having
continuous rating ,3phase, 41 5volts, 50cycles A.C. supply comprising of a totally enclosed air/water cooled diesel engine with
multi-cylinders developing suitable BHP not lessthan following capacity at 1500 RPM with 10% overload for one hour in 24 hours
with standard accessories like flywheel, lubricating oil cooler, "A" class governor, heavy duty fuel wheel and lubricating oi
lfilter, oil bath air filler, lubricating oil pressure gauge, end exhaust manifold, standard set of tools with adjustable spanners,
screw drivers, cylinder head to cover, joint cylinder head to exhaust, element lube oil filter, 12/24 volts electric starting
equipment complete with standard heavy duty battery, dynamo, cut-outs, ammeter, necessary wiring, pressure gauge, starter
etc and heavy duty Residential type exhaust silencer and vertical hot air duct both
logged with asbestos rope, save oil trays, exhaust piping of required length, standard wall/floor mounted fuel with level
indicator and piping and drip proof alternator, self excited, self regulated, screen protected, with excitation system, capable of
delivering the rated system output at 415 volts, 3phase, 0.8PF, 50Hz, 4 wire, running at 1500 RPM, conforming to IS-4722-1968
with voltage regulation+/-5% of rated voltage from no load to full load. Both the engine and alternator fitted on a common
fabricated steel base plate with antivibration mounting engine and alternator both connected to each other by flexible flange
coupling and with floor/wall mounted control panel box comprising of voltmeter ammeter, selector switches, ACB/MCCB/MCB
16 of adequate capacity, Each 2.00 40,18,319.42
indicator lamps duly wired with HRC fuses. The alternator & control panel shall be connected with provided suitable capacity
armoured cable and complete with Acoustic enclosure (canopy) made out of 16 SWG CRCA Sheet, sound absorbing material
Rockwool of 64 density & 100 mm thick conforming to IS:8183/PU Foam of 40 Density-at least 40 mm. The resin bonded rockwool
covered from inside the canopy by perforated sheet with 3/4 mm holes, sound level not more than 75 dB at a distance of 1 mtr,
as per PVCT norms. Erection, commissioning and satisfactory testing as per requirement with first filling of fuel, oil, etc. with
guarantee / Warrantee of complete system for Two years. & with obtaining all necessary certificate from Electrical Inspector.
The Capacity and Ratings of DG sets are as below. (V) Continuous rating of 500 KVA ,BHP not less than 600 BHP
Providing & erecting approved make AMF control panel suitable for following size of 3 phase, 415 V., 50 cycles, A.C. diesel generating set complete
of scope as detailed below:
1) Power module: A pair of electromechanically interlocked contactors (for mains & generator) Overload relay for generator contactor Neutral
contactor for mains and generator Power socket for connections.
2) Control and metering module: Line voltage monitor. Generator voltage monitor Ammeter 3 items attempt start facility. Air circuit
breakers/MCB/MCCB of suitable rating for auto/manual operation. Auto/manual switch. Emergency stop push buttons. Manual start push button.
frequency meter. Engine hour meter. Two earthing studs.3) Protection module: The engine shutdown in the unlikely event of Low lube oil pressure
High cylinder head temperature. V belt failure.
4) Indicators with alarm Load on generator.
5) Indicators Load on mains Engine fails to start . Emergency stop battery charger.
The AMF Panel of following capacity
(G) AMF Control Panel for 500 KVA 3 phase DG Set
Microprocessor based soft starter, fully automatic 415 V suitable for local & remote pump control application consisting of incomer MCCB of
suitable rating, semi conductor fuses, microprocessor based soft starter with built in by pass arrangement (conforming to IS/ IEC 60947-4-1-2-3)
with RS 485 communication port, external display unit with keypad including temperature scanner with minimum 10 channels - suitable for
18 accepting RTD (Pt 100) / thermister inputs, digital MFM with RS 485 communication port, analogue type ammeter with selector switch, run hour Nos 9.00 2,71,936.00
meter, required protective relays & control accessories..
Above 400A, upto & including 630A, 3 & 4 Pole, Air Break Fixed MCCB conforms to IS/ IEC 60947-2 with trip free mechanism, current limiting type
with Thermal Magnetic/ Microprocessor release (O / C, S / C & E / F) with adjustable settings & having minimum 2NO+2NC potential free auxiliary
contacts with all necessary Electro-Mechanical protections & interlocks etc. MCCB module, when used as Outgoing(s), shall have enclosure
19 dimensions- 400 (H) x 600 (W) x 600 (D) & following technical features:: No. 9.00 45,841.00
(A) 3 Pole, MCCB with Breaking Capacity of Icu=25 KA at 415V (Ics =100% of Icu), TM release
Above 100 & up to 200 KVAR: APFC panel consisting following items. a) 400 A, 50 kA for 1sec. TP, TM based MCCB with spreader terminals & rotary
handle b) 0-400 A range analogue ammeter of 96 x 96 mm size with selector switch c) 3nos. 400 / 5A, 10 VA CL-1.0 cast resin type current
transformer d) Suitable rating of MCCB / MCB & Contractors for each capacitor bank e) Suitable rating APP type capacitor banks (vacuum
impregnated with non-PCB / non toxic oil, internally delta connected with built in internal fuses complete with discharge resistances & terminal
cover) of approved make in required steps with well suited detuned reactor is placed in series with each capacitor step. (e.g. 200 KVAR capacity will
be provided in steps of 2 nos x 5 KVAR, 2 nos x 15KVAR, 2 nos x 30 KVAR & 2 nos x 50 KVAR) f) Enclosure dimensions: 2100 (H) x 1250 (W) x 600 (D)
Supply, laying, testing & commissioning 1.1 kV grade, XLPE insulated, stranded Aluminium conductor, galvanised steel flat strip / round wire
armoured, extruded PVC type ST2 sheathed, heavy duty cable (to be laid on wall surface with necessary clamps / in existing cable trench / cable
trays / conduit / pipe sleeves at road crossing or floor as per site requirement) conforming to IS:7098 (Part-1) & IEC:60502 (Part-1) of following
(a) 3.5 Core x 400 Sqmm
22 (b) 3.5 Core x 300 SqmM Mtr 40.00 954.00
Providing and erecting Pipe type earthing with 40 mm dia 2.5 mtr long 'B' grade G.I. pipe with necessary coupling buch buried in specially prepared
23 earth pit & G.I. earth wire of 8 SWG erected & connected as directed (For panel) No. 10.00 816.28
Supply & laying MS ladder type cable trays with side channel of size - 75 x 15 x 15 mm / 100 x 15 x 15 mm & rungs of size - 35 x 15 x 15 mm spaced
at 250 mm apart, fabricated from 2 mm thick sheet steel in standard length of 2.5 meter, duly finished with one coat of red oxide & two coats of
24 Aluminium paint as per IS including accessories such as coupler plates / fish plates, bends, tees, reducers, elbows, covers and electro-galvanized Mtr 60.00 374.00
hardware etc, erected on existing support as per specification and instruction of Engineer-incharge. 600(W) x 75(H) x 2.0 mm Thick
Item Description Unit Qty Rate Amount
Float type Level Switch:
Supply, installation, testing and commissioning of Float type Level Switch along with 10 mtr. Cable and WP Junction Box (at Upstream of Screen for
high level alarm and wet well for Dry run Protection of Pump) complete in all respects and as per specification.The scope also includes providing 4"
26 flanged , puddle pipe approximate 300 mm long including fixing of the same in existing civil structure slabe of pump house for mounting of level No. 4.00 12,802.00
switch.The work also include all necessary work like make hole,repair / modificationin existing slab, etc.
INTERNAL WIRING:-
Providing and erecting Mains with 1.1KV grade FRLS PVC insulated ISI marked stranded Copper conductor wire in following type of pipe to be
27 erected concealed in/flushed on wall/ceiling, with 1.5sq.mm copper conductor FRLS PVC insulated stranded wire of green colour for earth Mtr 1,000.00 82.00
continuity of following size
SITC of Main wiring with 3wire 1.5 Sq.mm
28 SITC of Main wiring with 3 wire 2.5 sq. mm as per tender specification / IS Mtr 1,000.00 101.00
Point wiring for independent PLUG with following size mains earth wire of 1.5 sq.mm (green) both are of ISI marked 1.1 KV grade FRLS PVC
insulated multi strand copper wires upto 10 mt length, in following below of pipe erected complete with ISI marked 3 / 5 Pin socket and tissino
type switch erected with earth continuity connection erected on Metal / PVC/Wooden box covered with 3 mm thick PC(Polycarbonate) /
29 Acrylic/Laminated sheet. [B] 6/16A Plug and 16 amp switch with 2-2.5 sq. mm Cu. Mains from mcb d b boards.(c) with oval conduit /PVC casing No. 40.00 401.47
capping double lock type erected flushed on wall/ceiling complete
Supply,Installation,Testing and Commissioning of 5/15A Point wiring for Individual Plug with & earthwire of 1.5 sq.mm (Green) both are of ISI
marked 1.1 KV grade FRLS PVC insulated multistrand copper wires, in following type of to be erected concealed in / on surface of wall / ceiling
30 complete with Modular type switch & 5 pin Plug erected on PVC / Metallic box covered with appropriate front plate modules erected on / in wall / No. 40.00 670.00
ceiling as per pipe erected with following type of accessories.
LED LIGHT FIXTURES:
Supplying and erecting LED indoor fittings with LEDs of wattage 0.2 Watt to 0.5 Watt assembled on single
MCPCB, with housing used as a heat sink shall be made of thick sheet Steel conforming to IS: 513/CRCA/
aluminium die cast powder coated and high U.V. & corrosion resistance with diffuser with company
mark/name 160V to 270V, Power Factor more than 0.95,
Luminaire efficacy> 85 lumens/watt ,LED
LED driver efficiency > 85 %
( fitting required LM-79 & LM-80 Certificates)(NOTE: Below description have shown ranges of Wattage capacity of LED fittings.The Engineer
incharge may select any wattage capacity between the ranges shown.)
(A) Tube Light with integral driver
(iv) 22-24 Watts, Surge - 2KV,IP-20, conventional 4 feet-Cat III
32 Approved make fluorescent tube 60 cms. 18/20 watt erected, if required. Cat.III No. 51.00 60.00
Supplying and erecting led lamps with following wattage capacity of 220 to 240 voltage, minimum 15000 burning hours life, 500 V in built-surge
protection,Polycarbonate diffuser, mounting suitable for E14 / E27 / B22 lamp holders, pf >=
33 (A) LED Lamps integral type, with PC diffuser suitable LAMP holder No. 60.00 111.00
(ii) 5 to 8 watts Cat-III
SAFETY ACCESSORIES:
34 Supplying & erecting carbon dioxide (CO2) fire extinguisher user of following capacity with necessary clamps made from 50 x 6 mm M.S. Flat with No. 10.00 8,586.26
nut & bolts grouted in wall complete.[B] For 5.5 / 6.5 KG Capacity
Supplying stand first AID box with antiseptic cream, medicine for use on wounds due burn, crepe bandage, gauge bandage, medicated ready to use
35 bandage (Band-aid) adhesive tape for medicinal user, Scissors, anti-septic solution (Savlon or similar) etc. (All above contents shall be of standard No. 8.00 297.00
Supplying FIRE bucket round bottom of 9 litres capacity made out of 24 gauge G.I. sheet with extra handle at bottom duly painted white inside
36 and Red out side with FIRE mark, filled with dry-sand and kept on existing stand provided or hung on wall hook. No. 10.00 212.00
37 Supplying rubber matting of following thickness as per IS:15652/IEC 61111 (a)3mm Mtr. 60.00 763.00
38 Providing pair of rubber hand gloves suitable for working on 11 KV/22 KV supply. No. 6.00 212.00
Total Amount (In Rs.) =
Total Amount (In Rs.) =
Construction of CC Road
Item Description Unit Qty Rate Amount
Rolling and consolidation of soling including filling in depression
1 which occurduring the process, with powe rroler 8 tonne to 12 Sqmt 17,344.00 22.36
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
Providing and laying in position Ready Mixed M-200 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 of R.M.C.
from transit mixer to site of laying, excluding the cost of 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 maintained)
Total Amount (In Rs.) =
Total Amount (In Rs.) =
Road Restoration of Asphalt Road
Item Description Unit Qty Rate Amount
Providing WBM surface using 45 to 63 mm size machine
crused BT metal of 150mm compacted thickness in two
1 layer using 20% screening 11.20mm 0.16 cum and 0.08 Cum 1,084.00 2,631.75
cum stone dust as filler including watering and
consolidation of WBM with vibrator roller
Providing and applying PRIMER COAT with bitumen
emulsion using emulsion pressure distributor at the rate of
2 0.75 kg/sqm on prepared surface of granular base Sqmt 5,420.00 27.78
including clearing of road surface using mechanical
Providing and Laying 25 mm thick Semi Dense Bituminous
Carpet (Seal Coat) with B.T. aggregate as per M.O.R.T. & H.
gradation for 0.18 cm / 10 smt and Emulsun rs-1 for tack
coat 2.5kg/10smt and bitumen grade ( VG-30 ) for mixing
@ 50.00 Kg/M.T. i.e. 5.0% by weight of total mix including
heating & mixing the aggregate and asphalt by of drum
mix plant and spreading the same by paver finisher and
consolidation with power roller, including providing all
materials equipments, tools and plants, oil, kerosene,
firewood, labour charges etc. complete using contractor's
own machineries drum mix plant and paver finisher etc.
Providing & laying 37.50 mm thick B.M. with BT aggregates
as per MORT & H specification & 60/70 for tack coat at the
rate of 2.5 kg./ 10 Sqm. with mechanical sprayer & bitumin
grade VG-30 for mixing at the rate of 34 Kg./MT i.e.3.40 %
of total weight of mix including heating the aggregare &
4 asphalt in continuous batching drum mix plant and MT 298.10 2,719.00
spreading the same by paver finisher and consolidation
with vibratory roller including paving all materials
equipments, tools & plants, fire wood, oil, kerosene,
labour charges etc complete using contractor's own
machinery drum mix plant & paver finisher etc. complete.
Total Amount (In Rs.) =
Total Amount (In Rs.) =
Construction of Compound wall and Gate at Nana-Mota Talav
Item Description Unit Qty Rate Amount
Excavation for foundation upto 1.5 m depth including sorting
1 out and stacking of useful materials and disposing off the Cmt 1,318.64 117.08
excavated stuff upto 50 Meter lead.(A) Loose or soft soil
Filling available excavated earth (excluding rock) in trenches.
plinth, sides of foundations etc. in layers not exceeding 20 cm.
in depth consolidating each disposited layer by ramming and
watering. in Loose or Soft soil
P.C.C. M-10 leveling Course
Providing and casting in situ mass cement concrete in grade M-
3 10 (approx. corresp. to prop. 1:3:6) using granite quartzite trap Cmt 219.05 4,211.30
metal of size 12 mm to 25 mm incl. consolidation curing etc.
complete. Without Forms Work
Providing and casting in situ C.C. in grade M-20 (proportions as
per mix design or as per table9 of IS456 2000 in masses by
weigh batching ) using granite, quartzite trap metal of size 6 mm
to 20 mm for RCC work, including scaffolding centering,
formwork, needle vibrated consolidation, curing complete up to
6 meter depth or height (excluding cost of reinforcement and
neat finishing) with centering and
shuttering/deshuttering etc. complete for structure other than
water retaining (Below G.L)
Footing for column or foundation (with form work)
5 Columns Cmt 277.80 8,467.45
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 1:6 (1- Cement : 6 -fine sand)(B)
Supplying cutting, bending, binding and placing in position steel
as per plan and design and as per ISS 2502 including cost of
steel and binding wire for reservoirs/structures only including
lift up to 6 meter height or depth below G.L. for all diameters.
Do - deformed (TMT) bars confirming to relevant IS Fe -
grade for all diameters.
Providing 15mm thick cement plaster in single coat on Rough
(Similar)side of single or half brick walls for interior plastering
8 upto floor two level and finished even and smooth in (i) Cement Smt 8,767.48 176.58
mortar 1:3 (1-cement:3-sand)
cement Mortar 1:3 ( 1 cement : 3 Sand )
Applying any approve quality of cement paint in three coats
including cleaning washing etc. complete .
Item Description Unit Qty Rate Amount
Providing and casting in situ C.C. in grade M-15 (approx.
corresp. to prop. 1:2:4) (proportions as per mix design or as per
Table 9 of IS456 2000 in masses by weigh batching ) using
granite, quartzite trap metal of size 6 mm to 20 mm for RCC
work, including scaffolding centering, form work, needle
vibrated consolidation, curing comp. up to 6 meter depth or
height (excluding cost of reinforcement and neat
finishing) with centering and shuttering/deshuttering etc. comp.
for structure for other than water retaining.
Footing for column or foundation (with form work)
Providing and fixing "Y" shaped barbed wire fencing on
compound wall top with vertical angle of 50x50x6 mmx0.50 mtr
height, two cross angles 50x50x6 mmx0.45 mtr. Length, having
3 horizontal and two diagonal rows of barbed wire (9.38 kg/100
rmt) on vertical angle and three horizontal and two diagonal
barbed wire rows on each cross angles incl. cost of barbed
wires, necessary GI Stapplings, fixing in C.C. (1:2:4) blocks of
0.35x0.35x0.20 mtr. size on top of compound wall, painting
agles with one coat of anticorrossive primer and two coats of
enamal paint of approved quality, necessary scafolding etc.
complete as per the direction of the engineer in charge.
Steel for welded, in built up sections, framed work incl. cutting,
hoisting, fixing in position and applying a priming coat of red
lead paint: (A) In beams and joists, channels angles,tees,flats
with connections plates or angle cleats as in main and cross
12 beamship and jack rafters, purlins connected to common rafter Qtl. 7.70 8,413.48
Width: 3.50 m, Height: 2.00 m
Are : 3.50 x 2 =7 Sqm
Considered 55 kg/Sqmt
Total Steel weight: 7*55=385 Kg or 3.85 Qntl
Total Amount (In Rs.) =
Total Amount (In Rs.) =
Item Description Unit Qty Rate Amount
R.C.C Pipe (Horizontal Cast)
Providing and supplying lSl 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
1 departmental stores, stacking etc. complete. (IS - 458/ 1989) for Rmt 1,650.00 879.00
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.
Class NP3 Test Pressure, 0.7 Kg / Sq.m. 350 mm Pipe Dia
Constructing Bombay Pattern Type Catch Pit of size 0.6 mt. x
mt. depth upto 1 mt. including excavation, B.B.C.C. (1:5:10),
cms thick brick masonary wall in the Prop. Of CM (1:6) with
mm thick IPS flooring in the prop M15 at bottom and 15 mm
thick cement plaster inside the catch pit in the proportion of CM
(1:3) without jali etc. comp. as directed.
CatchPit Jali Fixing P/F FRC catch pit jali with frame 600 mm x
3 600 mm clear opening etc. comp. As directed by Engineer in No. 110.00 1,550.00
Excavation for pipe line trenches for water supply, sewerage
line, Strom water Drainage, 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
4 including up to all required lead cleaning the site etc. complete Cum 1,733.00 102.35
for all lifts and strata as specified.
Total Excavation
0.00 m to 1.5 m depth
In all sorts of soil & soft murrum
Lowering , Laying and jointing R.C.C. pipes for all class in
C.M.1:1 1/2 of following diameter in proper position, grade and
alignment at all level as directed by Engineer-in-charge
including conveyance from store to site of work,labour giving
hydraulic testing as per ISI Code.
350 mm pipe Dia.
Refilling the pipeline trenches incl. ramming, watering,
6 consolidating desposal of surplus stuff as directed within a Cum 1,039.80 25.30
radius of 3 km.
Total Amount (In Rs.) =
Total Amount (In Rs.) =
02-Years of Operation and Maintenance
Item Description Unit Qty Rate Amount
Comprehensive Operation and Maintenance of strom water
drainage Network including cost of establishment charges and
all equipments, materials, labour for repairing of pipeline/box
drain excluding power charges as per instruction of Engineer-in-
Charge satisfactory.
2 2nd year year 1.00 27,19,196.49
Total Amount (In Rs.) =
Total Amount (In Rs.) =
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02_SBD_GUDC_Works_GCC_Bavla_SWD-I.pdf
03_Vol-II-Part-A_Extent_of_Work_Bavla_SWD-I.pdf
04_Vol-II_Part-B_Gen_Tech_Spec_Civil_Bavla_SWD-I.pdf
05_Vol-II_Part-C_General_Tech_Spec_Ele_Bavla_SWD-I.pdf
06_Vol-II-Part-D_Item_Wise_Spec_Civil_Bavla_SWD-I.pdf
08_Vol-II-Part-F_Data_Sheet_Bavla_SWD-I.pdf
07_Vol-II-Part-E_Item_Wise_Spec_E_and_M_Bavla_SWD-I.pdf
09_Vol-II_Part-G_General_Tech_Spec_Morth_Bavla_SWD-I.pdf
10_SBD_GUDC_Works_Price_Bid_Bavla_SWD-I.pdf
11_SBD_GUDC_Schedule_B_Bavla SWD-I.pdf
12_Vol-IV_Bid_Drawing_Bavla_SWD-I.pdf
13_Vol-V_Cond_of_Cont_for_O_and M_Bavla_SWD-I.pdf
14_DMO_2876_01-May-2025_273.pdf
15_GR_DOC_1.pdf
16_GR_DOC_2.pdf
01_SBD_GUDC_Works_Tech_Bid_Bavla_SWD-I.pdf
Amendment_21-01-2025.pdf
Revised_01_SBD_GUDC_Works_Tech_Bid_Bavla_SWD-I.pdf
Revised_11_SBD_GUDC_Schedule_B_Bavla SWD-I.pdf
Revised_12_Vol-IV_Bid_Drawing_Bavla_SWD-I.pdf
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