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Tender Value
₹38.0 L
EMD Value
₹38,100
Closing Date
24 Mar 2026, 6:00 pmClosed
Superintending Engineer, Project Implementation Unit, Health & Family Welfare Department.
Construction of New Sub Center Building (Ground Floor) and Compound Wall at Khodamali Village Khodamali, Ta.Satlasana, Dist: Mehsana.
287273
2025-26/158/02
Open
Civil Works
Gandhinagar
1 document required · 1 mandatory
₹1,500
PIU-General Fund A/c 11-114
₹38,100
17 Mar 2026
17 Mar 2026
17 Mar 2026
24 Mar 2026
17 Mar 2026
Name of work :-
Construction of New Sub Center Building (Ground Floor) and Compound Wall at Khodamali Village Khodamali, Ta.Satlasana,
Memorandum showing items of works to be carried out.
It. Qty. Item of work Estimated Rates Unit Total amount
It. Qty. Item of work Estimated Rates Unit Total amount
No. Estimat according to
ed but In In Words estimated
may be Figures Quantities
Clearing and grubbing road land including uprooting rank vegetation, Rupees Eighty Four
grass bushes, shrubs, saplings and trees girth upto 300 mm removal Thousand Two hundred
1 0.06 of stumps of trees cut earlier and disposal of unserviceable 84256.67 Hector
Fifty Six Paise Sixty
materials(A) By manual means in area of light jungle Seven Only
Excavation for foundation upto 1.5 m depth including sorting out Rupees One hundred
2 221.00 and stacking of useful materials and disposing off the excavated 122.99 Twenty Two Paise Ninety Cu.M
stuff upto 50 Meter lead.(A) Loose or soft soil Nine Only
Excavation for foundation for depth from 1.5 m to 3.0 m including
Rupees One hundred
3 40.00 sorting out and stacking of useful materials and disposing off 170.40 Cu.M
the excavated stuff upto 50 Meter lead.(B) Dense or Hard soil Seventy Paise Forty Only
Filling available excavated earth (excluding rock) in Rupees One hundred
4 140.00 trenches. plinth, sides of foundations etc. in layers not exceeding 136.92 Thirty Six Paise Ninety Cu.M
20 cm. in depth consolidating each disposited layer by Two Only
ramming and watering. Rupees Three hundred
Filling in plinth with sand under floors including watering
5 14.00 ramming, consolidating and dressing complete 399.94 Ninety Nine Paise Ninety Cu.M
Filling in foundation and plinth with murrum or selected soil in layers Rupees Two hundred
6 40.00 of 20cm. thickness including watering, ramming and consolidating 269.75 Sixty Nine Paise Seventy Cu.M
etc. complete. Five Only
Providing and laying cement concrete 1:2:4 (1- Cement : 2- Coarse Rupees Three Thousand
Five hundred Eighty
7 19.00 sand : 4- graded stone aggregates 20 mm nominal size) and curing 3587.13 Cu.M
complete excluding cost of formwork in (A) Foundation and Plinth Seven Paise Thirteen
Providing and laying controlled cement concrete M-25 and curing
complete including the cost of form work but excluding the cost of Rupees Four Thousand
8 16.00 reinforcement for reinforced concrete work in foundation footings, 4474.11 Four hundred Seventy Cu.M
base of columns and mass concrete. Four Paise Eleven Only
It. Qty. Item of work Estimated Rates Unit Total amount
No. Estimat according to
ed but In In Words estimated
may be Figures Quantities
Providing and laying controlled cement concrete M-25 and curing Rupees Seven
complete including the cost of form work but excluding the cost of Thousand Four hundred
9 3.00 reinforcement for reinforced concrete work in Columns, pillars posts 7426.38 Cu.M
Twenty Six Paise Thirty
and struts Up to plinth Eight Only
Providing and laying controlled cement concrete M-25 and curing Rupees Six Thousand
10 14.00 complete including the cost of form work but excluding the cost of 6250.46 Two hundred Fifty Paise Cu.M
reinforcement for reinforced concrete work in Plinth BEAMS Forty Six Only
Providing and laying cement concrete 1:4:8 (1- Cement : 4- coarse Rupees Two Thousand
11 75.00 sand : 8- hand broken stone aggregates 40 mm nominal size) and 2643.35 Six hundred Forty Three Cu.M
curing complete excluding cost of formwork in (A) Foundation and Paise Thirty Five Only
Providing TMT Bar FE 500D reinforcement for R.C.C. work Rupees Seventy Seven
12 8820.00 including bending, binding and placing in position complete upto 77.29 Kg
Paise Twenty Nine Only
floor two level
Rupees Forty Three
13 35.00 Providing throating or plaster drip and moulding to R.C.C. Chhajja. 43.05 Mtr.
Paise Five Only
Providing, laying controlled cement concrete M 200 and curing Rupees Six Thousand
14 5.00 complete including the cost of form work but excluding 6652.86 Six hundred Fifty Two Cu.M
reinforcement for reinforced concrete work in: Up to Plinth Level.(B) Paise Eighty Six Only
Coping & Plinth Beam
Providing and laying controlled cement concrete M-200 and curing Rupees Seven
complete including the cost of form work but excluding the cost of Thousand Three hundred
15 5.00 reinforcement for reinforced concrete work in Columns, pillars posts 7375.15 Cu.M
Seventy Five Paise
and struts G.FLOOR Fifteen Only
Providing and laying controlled cement concrete M-20 and curing
complete including the cost of form work but excluding the cost of Rupees Six Thousand
16 4.00 reinforcement for reinforced concrete work in Lintels / Sill Ground 6199.23 One hundred Ninety Nine Cu.M
Floor Paise Twenty Three Only
Providing, laying controlled cement concrete M 200 and curing
complete including the cost of form work but excluding Rupees Six Thousand
17 2.00 reinforcement for reinforced concrete work in 6436.75 Four hundred Thirty Six Cu.M
(C) RCC Weathershed Ground Floor Paise Seventy Five Only
It. Qty. Item of work Estimated Rates Unit Total amount
No. Estimat according to
ed but In In Words estimated
may be Figures Quantities
Providing and laying controlled cement concrete M-20 and curing Rupees Six Thousand
18 8.00 complete including the cost of form work but excluding the cost of 6238.22 Two hundred Thirty Eight Cu.M
reinforcement for reinforced concrete work in BEAMS For Ground Paise Twenty Two Only
Providing and laying controlled cement concrete M-20 and curing Rupees Six Thousand
Two hundred Ninety Six
19 17.00 complete including the cost of form work but excluding the cost of 6296.73 Cu.M
reinforcement for reinforced concrete work in SLABS for Ground Paise Seventy Three
Brick work using common burnt clay building bricks having crushing Rupees Three Thousand
20 59.00 strength not less than 35 kg./Sq.Cm. in foundation and plinth in 3455.27 Four hundred Fifty Five Cu.M
Cement Mortar 1:5. (1- Cement : 5 -fine sand)(B) Conventional Paise Twenty Seven Only
Brick work using common burnt clay conventional building bricks for
super structure having crushing strength not less than 35 Kg./Sq.Cm. Rupees Three Thousand
21 81.00 in cement mortar 1:6 (1 cement : 6 fine sand) in super structure 3706.17 Seven hundred Six Paise Cu.M
above plinth level upto floor two level (conventional) (A) Ground Floor Seventeen Only
Half brick masonary in common burnt clay conventional building
bricks having crushing strength not less than 35 Kg./Sq.Cm. in Rupees Five hundred
22 43.00 cement mortar 1:4 (1 Cement : 4 coarse sand) in super structure 590.24 Ninety Paise Twenty Sq.m
above plinth level upto floor two level (conventional ) Four Only
It. Qty. Item of work Estimated Rates Unit Total amount
No. Estimat according to
ed but In In Words estimated
may be Figures Quantities
P & F Colour Anodised (20 micown ) Aluminium work for windows
ventilators( Sliding window like Two Track, Three Track, Four Track,
fix window/ Openable window / Fix-Partition, etc), with Extruded built
up standard tubular sections/ appropriate Z sections and other
sections of approved make conforming to IS: 733 and IS: 1285 fixed
with rawl plugs and SS screws or with fixing clips or with expansion
hold fastners including necessary filling up of gaps at junctions at top
, bottom and sides with required PVC/EPDM/neoprene felt etc Rupees Four hundred
23 161.00 .Aluminium sections shall be smooth, rust free, straight, and jointed 401.98 One Paise Ninety Eight kg
mechanically wherever required including cleat angle , Aluminium Only
snap beading for glazing/ panelling, CP brass /stainless steel screws,
fitting and Neccesory fixture, like Bearings,, American Handle,
Conceled lock, stopper, hinges, door closers, floor springs etc. all
heavyduty complete as per architectural drawings and the directions
of Engineer-in-charge.(Glazing and panelling to be paid under
relevent Item.)
Providing Compact Sheet of any size, any shape, specified
thickness in aluminium frame and shutter work with necessary cutting Rupees One Thousand
24 10.00 of sheet, single side, double side coloured as per drawing & 1225.13 Two hundred Twenty Five Sq.M
specifications Actual installed quantity shall be measured and paid. Paise Thirteen Only
Rate shall be inclusive of all type of wastage.(a) 5 mm thick (Plain)
Providing Clear Float Glass/ frosted glass /Texture Glass of any
size, any shape and specified thickness and SHGC velue 86 % in Rupees One Thousand
25 16.00 frame and shutter work with necessary cutting of glass as per 1022.12 Twenty Two Paise Sq.M
drawing & specifications Actual installed quantity shall be measured Twelve Only
and paid. Rate shall be inclusive of all type of wastage. (a) 5 mm thick
It. Qty. Item of work Estimated Rates Unit Total amount
No. Estimat according to
ed but In In Words estimated
may be Figures Quantities
Providing and fixing Stainless steel mosquito net jali ,wire of I.S
gauge designation 85-G with wire of 0.56 mm fix in aluminium door,
window, ventilator shutters of any size, any shape with etc all Rupees Two hundred
26 14.00 complete at all floors/all levels/all heights As per drawings and 221.90 Twenty One Paise Ninety Sq.M
design supplied by architect and instruction given by authority and Only
E.I.C. Actual laying installed Jali shall be measured. (Cost of
aluminium snap beading shall be paid in basic item)
Providing & fixing SS 304 grade Baby latch brass chromium 75mm
long." Door Bolt" size of 75mm with hair line finish with necessary Rupees Three hundred
27 14.00 s.s. screw sand as per drawing, complete As per drawings and 365.92 Sixty Five Paise Ninety Each
design supplied by architect and instruction given by authority and Two Only
Providing & fixing heavy quality Anodised Aluminum Butt hinges
mm x 63 mm x 3.2 mm with necessary s.s. screws and as per
Rupees Twenty Seven
28 40.00 drawing, complete As per drawings and design supplied by architect 27.78 Each
and instruction given by authority and E.I.C. Paise Seventy Eight Only
Providing & fixing SS 304 grade of brush/satin finish specified size
Tower Bolt with necessary screws and as per drawing, complete As Rupees Eight hundred
29 7.00 per drawings and design supplied by architect and instruction given 858.40 Fifty Eight Paise Forty Each
by authority and E.I.C. Only
a) 18" x 10mm (square)
Providing & fixing SS AISI 316 grade of glossy/satin finish specified
size Push-Pull Handle in pairs with necessary screws and as per Rupees One Thousand
30 6.00 drawing, complete Note:-As per drawings and design supplied by 1003.94 Three Paise Ninety Four Each
architect and instruction given by authority and E.I.C. Only
a) 22mm (diameter) x 300mm
It. Qty. Item of work Estimated Rates Unit Total amount
No. Estimat according to
ed but In In Words estimated
may be Figures Quantities
Providing & fixing S.S. Handle for Door 15 Cm size of ASIS
Grade specified size Push-Pull Handle in pairs with necessary
screws and as per drawing, complete Note:-As per drawings and Rupees Eighty Seven
31 3.00 design supplied by architect and instruction given by authority and 87.57 Each
Paise Fifty Seven Only
Providing and fixing aluminium extruded section body tubular type
universal hydraulic door closer (Hardwyn, Everite or equivalent Rupees One Thousand
32 3.00 approved brand) with double speed adsustment with necessary 1304.92 Three hundred Four Each
accessories and screw etc complete. Paise Ninety Two Only
Providing & Fixing pressed G.I door & Window frame from pressed
G.I sheet Size and thickness as per Requirement and As per
Directed by EIC. inlcluding fix with 6 No's holdfast with hold fast logs Rupees Two hundred
33 72.00 10 cm. including one coat red oxide and two coat or more coat of 204.02 Kg
Four Paise Two Only
enamel paint to the frame with necessary hinges etc. complete as
directed by architect & engineer-in-charge etc. complete.
Provoding and fixing flush door shutters, solid core construction with
frame of first class hardwood with cross board and face veneer or Rupees One Thousand
plywood face panels, including anodised alluminium butt hinges with Eight hundred Twenty
34 6.00 necessary screws. (B) Non-decorative type and block board core 1829.74 Sq.M
Nine Paise Seventy Four
anodised alluminium butt hinges in flush door shutters (2) 35 mm Only
Providing and fixing standared extruded of alluminium section of size
63mm x 38.10mm x 1.2mm @ Wt. 0.643 Kg/mt with colour anodized Rupees One Thousand
35 2.00 alluminium frame for ventilation with 5 mm thick frosted glass as 1175.56 One hundred Seventy Sq.M
details etc complete for Ventilation Five Paise Fifty Six Only
Steel work, welded in built up sections framed work including cutting,
hoisting, fixing in position and applying a priming coat of red lead Rupees Nine Thousand
36 12.20 paint. (A)In beams and joists, channels angles Tees, flats, with 9108.48 One hundred Eight Paise Qntl
connecting plates or angle cleats as in main and cross beams. Hip Forty Eight Only
and jack rafters, purlins conneted to common rafters and the like
It. Qty. Item of work Estimated Rates Unit Total amount
No. Estimat according to
ed but In In Words estimated
may be Figures Quantities
Providing and fixing 18mm thick Heavy PVC shutters of 55 kg/cm2
density for cupboard cabinet on shutter with PVC frame of size 50 Rupees Five Thousand
37 9.00 mm x 30 mm including materials & necessary S.S fixtures and 5847.90 Eight hundred Forty Sq.M
fastening as handles, lock, stopper, hinges etc. complete as directed Seven Paise Ninety Only
by Engineer-in-charge .
P & L 24" x 24" vitrified 8 mm thick Double Charge tile flooring over
20 mm (average) base of cement mortar 1:6 ( 1 cement: 6 coarse
sand) on new surface or fixing on existing flooring by adhesive Rupees One Thousand
38 66.00 material including dismentaling of existing flooring and jointed with 1436.76 Four hundred Thirty Six Sq.M
color cement slurry including finised with flush pointing & cleaning the Paise Seventy Six Only
surface etc. complete for light shade
Providing & Laying ceramics tiles 8mm thick (Size 300x300 mm) in
flooring treads of steps and landings laid on a bed of 12 mm thick Rupees Nine hundred
39 22.00 cement mortar 1:3 (1 Cement : 3 coarse sand) finished with flush 994.37 Ninety Four Paise Thirty Sq.M
pointing in white ceand & Jointed with white cement slurry Seven Only
Providing & Laying ceramics tiles 8mm (Size (300 x 450 mm )thick in
Skirting risers of steps & dado on 10mm thick cement Plaster 1:3 (1 Rupees One Thousand
40 122.00 Cement : 3 coarse sand) pointing in white ceand & Jointed with white 1090.32 Ninety Paise Thirty Two Sq.M
cement slurry Only
Providing and laying polished Kota stone slab flooring over 20mm
(Average) thick base of cement mortar 1:6 (1-cement : 6-coarse
sand) or L.M. 1.1.5 (1-Lime putty :1.5 - coarse sand) laid over and Rupees One Thousand
41 18.00 jointed with grey cement slurry mixed with pigment to match the 1019.00 Sq.M
shade of slab including rubbing and polishing etc. complete. (A)
Providing and laying polished kota stone slab 25mm thick in risers of
steps,skirting Dedo and pillars laid on 10mm thick cement mortar 1:3 Rupees One Thousand
42 9.00 (1-Cement : 3 coarse sand) and jointed with gray cement slury mixed 1166.93 One hundred Sixty Six Sq.M
with pigment to match the shade of slab including rubbing and Paise Ninety Three Only
polishing etc. complete.
It. Qty. Item of work Estimated Rates Unit Total amount
No. Estimat according to
ed but In In Words estimated
may be Figures Quantities
Providing and fixing Sand which type Granite platform including
supplying and fixing granite stone 18 mm thick mirror polished 1st
quality Granite stones in top and side posiition and vertical strip at
front over 25 mm thick polished kotah stone platform fixing in top Rupees Six Thousand
43 6.00 and sides and itermediates supports 75 cm C/C and fixing with 6035.76 Thirty Five Paise Seventy Sq.M
cement mortar and adhesivee and finishing including cutting for fixing Six Only
of sink any size (as directed by engineer incharge) at required
position etc complete.
Providing and laying machine cut free edges machine double
polished Kota stone for shelves in cupboard and walls in single
piece (Maximum 1.50 mt.) 25 mm including cutting grooves in walls Rupees Four hundred
44 9.00 and fixing the stone with neat cement slurry in true line and level As 450.46 Sq.M
Fifty Paise Forty Six Only
per drawings and design supplied by architect and instruction given
by authority and E.I.C. etc. complete. for Shelves
Providing and laying cement concrete flooring 1:2:4 (1-cement : 2-
coarse sand : 4-graded stone aggregate 20mm nominal size) laid in Rupees Three hundred
45 128.00 one layer and finished with a floating coat of neat cement. (B) 352.01 Sq.M
Fifty Two Paise One Only
Providing 10 mm thick Mala cement plaster on ceiling and soffits of Rupees One hundred
46 109.00 stairs upto floor two level, in cement mortar (1:4) (1 cement : 4 sand) 151.38 Fifty One Paise Thirty Sq.M
& finished even and smooth (A) Ground Floor Eight Only
Providing 15mm thick cement plaster in single coat on Rough
(Similar)side of single or half brick walls for interior plastering upto Rupees One hundred
47 193.95 floor two level and finished even and smooth in (i) Cement mortar 165.31 Sixty Five Paise Thirty Sq.M
1:4 (1-cement:4-sand) (A) Ground Floor One Only
20 mm thick sand faced cement plaster (Gutaka) on walls up to
height 10 meters above ground level consisting of 12 mm thick Rupees Three hundred
48 570.00 backing coat of CM 1:3 (1 cement : 3 sand) and 8 mm thick finishing 321.10 Twenty One Paise Ten Sq.M
coat of CM 1:1 (1 cement : 1 sand) etc. complete. Only
Providing cement vata (10cm x 10cm size) quarter round in cement Rupees Twenty Four
49 59.00 mortar 1:1 including neat cement finishing watering etc complete 24.28 Metre
Paise Twenty Eight Only
It. Qty. Item of work Estimated Rates Unit Total amount
No. Estimat according to
ed but In In Words estimated
may be Figures Quantities
Applying two coats of Birla or Asian acrylic lapy ( putty) & two coats
of primer of approved brand and manufacture on new wall surface to Rupees Forty Paise Fifty
50 288.00 give an even shade including thoroughly brushing the surface free 40.59 Sq.M
from mortar dropping and other foreign matter and sand papered
Wall painting (two coats) with plastic emulsion paint of approved
brand and manufacture on undecorated wall surface to give an even Rupees Eighty Two
51 194.00 shade including throughly brushing the surface free from mortar 82.97 Sq.M
Paise Ninety Seven Only
droppings and other foreign matter and sand papered smooth.
Wall painting (Two coats) with Plastic emulsion paint of approved
brand and manufacture on undercorated Ceilling surfaces to give an Rupees Eighty Eight
52 94.00 even shade including thoroughly brushing the surface free from 88.47 Sq.M
Paise Forty Seven Only
mortar droppings and other foreign matter and sand papered
smooth.For Ceiling
Finishing wall with weather proof exterior emulsion paint on wall
surface (two coats) to give an reguired shape even shade after Rupees Seventy Three
53 780.00 thoroughly brushing the surface to remove all dirt, and remains of 73.75 Sq.M
Paise Seventy Five Only
loose powdered materials.etc complete
Painting Two coats (excluding priming coat) on new steel and other
Rupees Ninety Two
54 47.00 metal surfaces with enamel paint, brushing interior to give an even 92.17 Sq.M
shade including cleaning the surface of all dirt, dust and other foreign Paise Seventeen Only
It. Qty. Item of work Estimated Rates Unit Total amount
No. Estimat according to
ed but In In Words estimated
may be Figures Quantities
Anti-Termite System:Providing and laying of permanent piping
technology anti-termite treatment before flooring work by installing
LLDP (Low linear density polyethylene) tube of 8 mm O.D. & 6.4 mm
1.D. with inbuilt pressure compensation chip every 30 cm interval in
the tube, having working pressure of 2 Kg/cm2 and release rate of
1.9 Itr/hour fixed by P-clips and nails. The LLDP pipe shall be
installed at the entire periphery of the building and at internal network
of building at a depth of 20 to 200 mm under floor at every 2 to 3 mtr.
c/c distance (adjusted as per building layout ) & Ends of loop pass
through a PVC elbow of minimum 32 mm ID at junction box of wall
Rupees One hundred
and floor level, entering into a steel reinforced grooved flexible pipe
55 105.00 134.33 Thirty Four Paise Thirty Sq.M
of minimum 22 mm ID leading into junction box and the loops shall
terminate in junction boxes & test every junction during injecting
chemicals for termite control treatment. The anti termite chemical
Imidacloprid 30.5% SC mix as per IS-6313 (part III) shall be injected
by the pressure pump diluted with water @ 10.5 ml/5 ltr of water at
the rate of 2 Kg/sq.cm @ 5 Ltr/SMT. The contractor shall submit
approved line plan for piping system and junction boxes dully
approved by Engineer-in-Charge with bond of 5 year warranty.(i)Anti
Termite chemical injected area (Chemical injecting incl. labour cost)
Providing and laying broken chine mosaic flooring for terrace
using 12 mm to 20 mm broken pieces of glazed tiles to be laid over
cement mortar 1:3 to plain or slope and to be tempered to bring Rupees Seven hundred
56 98.00 mortar creme out upto surface using white cement including 779.70 Seventy Nine Paise Sq.M
rounding off junctions and extending them upto 15 cm along the Seventy Only
wall,clearing with water and oxalic acid etc. as directed.
Providing and fixing bright finish One mm thick Stainless steel
(Grade 304) letters size 30 cm height in Gujarati language fixed in Rupees One Thousand
57 14.00 wall with screws and nails and any height including scaffolding etc 1045.35 Forty Five Paise Thirty Per letter
complete as per instruction of Engineer-in-charge. Five Only
It. Qty. Item of work Estimated Rates Unit Total amount
No. Estimat according to
ed but In In Words estimated
may be Figures Quantities
Providing & Fixing the Chikenmesh - 20 guag of approved size
applying between the RCC and masonry junction in proper line, level Rupees Two hundred
58 78.00 and plumb with all material, labour, tools, tackles and equipment. 294.45 Ninety Four Paise Forty Sq.M
Including providing and fixing the jali with nails, etc complete as Five Only
directed by the site-in-charge.
Painting with weather proof exterior emulsion acrelic based paint the
pattern using the grid and dimensions for door and window given as Rupees Three hundred
59 27.00 applicator of standed drawing and dsign according to the reference 380.77 Eighty Paise Seventy Sq.M
manual of façade branding for health & wellness centres of Seven Only
ayushaman bharat scheme as per direction of executive engineer in
painting the illustration circle of dia 44 inch with weather proof
exterior emulsion acrylic based paint as per as per define shade
code by exeperienced applicator of standed drawing and design Rupees Two Thousand
60 6.00 according to the referance manual of façade branding for health & 2181.60 One hundred Eighty One Each
wellness centres of ayushaman bharat scheme as per direction of Paise Sixty Only
executive engineer in charge
painting with weather proof exterior emulsion acrylic based paint the
national health mission logo and ayushaman bharat logo type using
the grid and dimendions given as per define shade code by Rupees Seven
61 1.00 experienced applicator of standed drawing and design according to 7686.10 Thousand Six hundred Each
the referance manual of facade branding for health & wellness Eighty Six Paise Ten Only
centres of ayushaman bharat scheme as per direction of executive
engineer in charge
Providing and laying precast cement concrete tactile
300mm*300mm*25 mm thick with aggregate of size up to 6 mm laid
on floors, ramp,treadds of steps and landing on 20 mm thick bed of Rupees One Thousand
62 4.00 cement mortar 1:6 (1-cement, 6 -coarse sand) joined with neat 1963.44 Nine hundred Sixty Three Sq.mtr
cement slurry with pigment to match the shade of tiles complete with Paise Forty Four Only
precast tiles of dark shade (read/yellow) using ordinary cement
It. Qty. Item of work Estimated Rates Unit Total amount
No. Estimat according to
ed but In In Words estimated
may be Figures Quantities
Providing and fixing pre-cast Rubber Dye / steel Dye inter locking
concrete block 60mm thick with grade of concrete M300 pnumatic
compressed / vibrated mechanically and as per approved design Rupees Six hundred
63 100.00 Confirming to IS 15658 : 2006 including 35 mm Sand layer for 699.84 Ninety Nine Paise Eighty Sq.M
levelling and filling the joint with sand in proper line and level as per Four Only
guidlines of IRC : SP 63-2018 etc. Complete.
Providing and fixing pre-cast concrete kerb stone of gray cement
based concrete block 30cm length,30cm height and 15cm thick of Rupees Three hundred
64 30.00 M200 grade concret as per approved design and including 374.92 Seventy Four Paise Meter
excavation for fixing in proper line and level,filling the joint with C:M Ninety Two Only
1:3 (1cement:3fine sand) etc complete.
Earthwork in cuting in all sorts of soil and soft murrum
including conveying and spreading the stuff,
Rupees Ninety Three
65 2000.00 embankment as and where directed within 200meters 93.54 Cu.M
from the end of the cutting with all required lead and Paise Fifty Four Only
lift.(C) Above 400 Meters upto 500 Meters.
Providing and fixing 600mm. x 450mm. Bevelled edge mirror of Rupees Eight hundred
66 3.00 superior glass mounted on 6mm. thick A.C. sheet or plywood sheet 859.41 Fifty Nine Paise Forty Each
and fixed to wooden; lugs with C.P. brass screws and washers. One Only
Providing and fixing C.P. brass towel rail complete with C.P. Brass Rupees Six hundred
67 4.00 brackets fixed to wooden plugs with C.P. Brass screws.(B) 600mm. x 616.42 Sixteen Paise Forty Two Each
20mm. size. Only
Providing laying and jointing in true line and level 15mm dia. U.P.V.C.
Pipe ( SCH- 40) for cold water including fittings make PRINCE /
SUPREME / ASTRAL / FINOLEX or equivalent as approved by
Engineer In Charge. Pipe shall be fixed on the wall with the help of Rupees Seventy Two
68 20.00 clamp at every two metre C/C or shall be concelled as directed 72.65 Metre
Paise Sixty Five Only
including necessary fittings etc. including testing of pipe and joints
and fixing the same with adhesive solvent, including cost of all
It. Qty. Item of work Estimated Rates Unit Total amount
No. Estimat according to
ed but In In Words estimated
may be Figures Quantities
Providing laying and jointing in true line and level 25mm dia. U.P.V.C.
Pipe ( SCH- 40) for cold water including fittings make PRINCE /
SUPREME / ASTRAL / FINOLEX or equivalent as approved by
Engineer In Charge. Pipe shall be fixed on the wall with the help of Rupees Ninety One
clamp at every two metre C/C or shall be concelled as directed Paise Eighty Four Only
including necessary fittings etc. including testing of pipe and joints
and fixing the same with adhesive solvent, including cost of all
Providing laying and jointing in true line and level 40mm dia. U.P.V.C.
Pipe ( SCH- 40) for cold water including fittings make PRINCE /
SUPREME / ASTRAL / FINOLEX or equivalent as approved by
Rupees One hundred
Engineer In Charge. Pipe shall be fixed on the wall with the help of
70 30.00 148.12 Forty Eight Paise Twelve Metre
clamp at every two metre C/C or shall be concelled as directed
including necessary fittings etc. including testing of pipe and joints
and fixing the same with adhesive solvent, including cost of all
Providing and fixing screw down bib taps of following size : (B) Brass Rupees One hundred
71 9.00 chromium plated screw down bib tap (I) 15 mm dia. 186.83 Eighty Six Paise Eighty Each
Providing and fixing gun metal check or non return full way wheel Rupees Four hundred
72 2.00 valve (C) 25 mm. dia. 420.63 Twenty Paise Sixty Each
Providing and fixing gun metal check or non return full way wheel Rupees Six hundred Sixty
73 2.00 valve (E) 40 mm. dia. 663.43 Three Paise Forty Three Each
Providing and fixing chromium plated brass half turn flush cock of Rupees Two hundred
74 3.00 approved quality including fixing in pipe line etc. complete. (ii) 25 263.77 Sixty Three Paise Each
mm.Dia Seventy Seven Only
Providing and fixing brass cromium plated Surgical handle cock ( Rupees One Thousand
75 1.00 Cabtree, Essco, Ess-Ess, Plumber of approved quality) of size of 15 1818.00 Eight hundred Eighteen Each
mm dia etc. complete Only
It. Qty. Item of work Estimated Rates Unit Total amount
No. Estimat according to
ed but In In Words estimated
may be Figures Quantities
Providing erecting and fixing double coated ISI water tank of required
Rupees Three Paise
76 2000.00 capacity each with all necessary fittings and connection etc. 3.95 Litre
complete on terrace Ninety Five Only
Providing and fixing ( 600 mm X 450 mm X 150 mm) size vitreous
china laboratory sink of approved quality) with CI or MS brackets
painted white including cutting holes in wall and making good the Rupees Five Thousand
77 1.00 same including providing and fixing 40mm dia CP waste coupling 5096.46 Ninety Six Paise Forty Each
rails providing fixing PVC waste pipe etc. comp as approved by the Six Only
Engineer in charge.
Providing and fixing flat back wash basin with pedastral of 550mm x
400mm size (colour) with single hole for pillar tap with CI or MS
brackets painted white. Including cutting holes and making good the
same including providing & fixing CP brass waste coupling 32mm dia Rupees Two Thousand
78 3.00 including providing & fixing 15mm dia pillar tap capstan head screw 2265.43 Two hundred Sixty Five Each
down high pressure with screw shank an back nuts including Paise Forty Three Only
providing & fixing PVC waste pipe 15 x 600mm PVC inlet connection
15mm brass screw down stop tap etc. complete.
Providing and fixing stainless steel kitchen sink of Size 600 mm X
450 mm X 200 mm of approved make with MS or CI brackets painted Rupees Three Thousand
79 1.00 white including cutting holes and making good the walls and floors 3220.89 Two hundred Twenty Each
wherever required with 32 mm dia CP brass Waste Coupling & M.I. Paise Eighty Nine Only
fisher union etc complete.
Providing & fixing on wall ceiling and flor 10.0 kg.F/cm2 working
pressure polythylene pipes of following outside dia special density Rupees One hundred
80 5.00 complete with special flange compression type fitting wall clips etc 127.67 Twenty Seven Paise Sixty Rmt
including making good the wall ceiling and (A) 40 mm Seven Only
Providing and fixing to wall ceiling and floor 10.0 Kg. F/Cm2 working
pressure polythene pipes of the following outside Dia. Low densidy, Rupees Two hundred
81 15.00 complete with special falnge compression type fittings, wall clipsetc. 280.23 Eighty Paise Twenty Rmt
including making good the wall ceiling and floor.(F) 75mm Three Only
It. Qty. Item of work Estimated Rates Unit Total amount
No. Estimat according to
ed but In In Words estimated
may be Figures Quantities
Providing and fixing to wall ceiling and floor 10.0 Kg. F/Cm2 working
pressure poluthene pipes of the following outside Dia. Low densidy, Rupees Three hundred
82 23.00 complete with special falnge compression type fittings, wall clipsetc. 339.05 Thirty Nine Paise Five Rmt
including making good the wall ceiling and floor.(G)110 mm Only
Providing and fixing PVC SWR Nahni trap IS 14735 for drain -
mm diameter with jali of the following nominal diameter of self Rupees Five hundred
83 5.00 cleansing design with C.I scread down or hinged grating including 586.60 Eighty Six Paise Sixty Each
the cost of cutting and making good the walls. Only
Providing and laying (to level or slopes) and jointing with stiff mixture
of Cement Mortar in proportion 1:1 Selt glazed stoneware pipes
including testing of pipes and joints complete and Providing and Rupees Three hundred
84 8.00 laying Cement concrete 1:5:10 (1-Cement : 5-Fine sand :10-Graded 352.60 Fifty Two Paise Sixty Rmt
stone aggregate 40mm nominal size) bedding for stoneware pipes of Only
following internal diameters with necessary formwork and curing
complete.(A) 100mm dia. (112 mm Ave.bed thickness)
Providing and laying (to level or slopes) and jointing with stiff mixture
of Cement Mortar in proportion 1:1 Selt glazed stoneware pipes
including testing of pipes and joints complete andProviding and Rupees Five hundred
85 20.00 laying Cement concrete 1:5:10 (1-Cement : 5-Fine sand :10-Graded 530.99 Thirty Paise Ninety Nine Rmt
stone aggregate 40mm nominal size) bedding for stoneware pipes of Only
following internal diameters with necessary formwork and curing
complete.(B) 150mm dia. (166mm Ave. bed thickness)
Providing and fixing white or coloured glazed china vitreous china
Orissa type Water closet (HINDWARE, SONA, CERA brand of
approved quality) of size 580 x 440 mm including providing and fixing Rupees Two Thousand
vitreous china 100 mm size 'P' or 'S' trap including jointing the trap Two Paise Fifty Six Only
with pan and soil pipe in CM (1:1) (1 cement :1 fine sand) etc
It. Qty. Item of work Estimated Rates Unit Total amount
No. Estimat according to
ed but In In Words estimated
may be Figures Quantities
Providing and fixing wash down water closet (European type, W.C.
Pan) with integral P or S trap including jointing the trap with soil pipe Rupees Two Thousand
87 2.00 in Cement Mortar 1:1 (1-Cement : 1-fine sand), Flush tank, Health 2250.70 Two hundred Fifty Paise Each
faucat, two way bib tap, Seal and cover etc. Complete as Directed Seventy Only
EIC (A) vitreous China Pattern :(i) in white colour
Providing and fixing S.W. gully trap with C.I. grating brick masonry
chamber and water tight C.I. cover with frame of 300mm x 300mm Rupees One Thousand
88 5.00 size (inside) with standard weight.(i) Square mouth traps.(B) 150mm 1246.92 Two hundred Forty Six Each
x 100mm size P or R type Paise Ninety Two Only
Constructing brick masonry chamber for underground C.I. Inspection
chamber and bends with briocks having croshing strength not less
than 35Kg. Cm2 in C.M. 1:5 C.I. cover with frame (Light duty) 455mm
x 610mm intenal dimensions total weight of cover with frame to be
not less than 38Kg. (Wt. of cover 23 Kg.) and Wt. of frame 15Kg. ) Rupees Two Thousand
89 5.00 (R.C.C. top slabe with 1:2:4 mix (1-cement :2- coarse sand :4-graded 2932.93 Nine hundred Thirty Two Each
stone aggregate 20mm size) foundation concrete 1:5:10 inside Paise Ninety Three Only
plaster 15mm thick with cement mortar 1:3 finished smooth with a
floating coat of neat cement on walls and bed concrete etc.
complete.(i) Inside dimensions 455mmx 610mm and 450mm deep
for single pipe line.
It. Qty. Item of work Estimated Rates Unit Total amount
No. Estimat according to
ed but In In Words estimated
may be Figures Quantities
Construction Septic tank inside dimention of 3.00 m in length &
m in width & 2.25 m depth including excavating any type of soil as
shown and mentioned in the drawing,providing and laying 0.10 m
thick plain cement concrete 1:3:6 ( 1 cement : 3 coarse sand :
graded stone agg.) 40 mm thick IPS flooring at bottom with brick
masonary 0.23 m thick walls CM 1:5 ( 1 cement : 5 coarse sand )
and intermediate partition CM 1:4 & RCC Top slabs12 cms thick in Rupees Fifty Two
1:2:4 (1 cement : 2 coarse sand : 4 graded stone agg) including 52524.04 Thousand Five hundred
reinforcement as per design and 15 mm thick cement plaster in CM Twenty Four Paise Four
1:4 with floating coat of neat cement slurry inside, top and around Only
tank below 15 cm on ground level, Also provide Two nos CI Manhole
frame and cover of size 60 cm x 45 cm & 75 mm dia. PVC 6 kgf / Sq
cm pressure air vent pipe in 3.00 length with cowl etc complete as
per direction of Engineer in charge.
Constructing a soak pit of 2.50 m in out side diameter & 6.00 m deep
of excavation any type soil with 0.23 m thick honey comb brick
masonary wall in cement mortar 1:6 (1 cement: 6 Sand) also 0.50 m
solid at top & Bottom wall based on 0.10 cm thick CC 1:4:8 (1 Rupees Forty Two
cement : 4 coarse sand : 8 hand broken stone aggregate 40mm Thousand Five hundred
91 1.00 nominal size) & R.C.C. top slab 0.12 m thick in CC 1:2:4 including 42575.54 Seventy Five Paise Fifty Each
cost of form work as per reinforcement detail drawings also 15 mm Four Only
thick cement plaster in CM 1:4 with floating coat of neat cement
slurry on top and around pit below 15 cm on ground level etc comp
as directed by Engineer -in-charge.
Providing and laying controlled cement concrete M-150 and curing Rupees Four Thousand
92 11.00 complete including the cost of form work but excluding the cost of 4199.58 One hundred Ninety Nine Cu.m
reinforcement for reinforced concrete work : Copping (R.A) Paise Fifty Eight Only
It. Qty. Item of work Estimated Rates Unit Total amount
No. Estimat according to
ed but In In Words estimated
may be Figures Quantities
Point wiring for Light / Bell with 2-1.5 sq.mm & earth wire of
sq.mm (Green) both are of ISI marked 1.1 KV grade FRLS PVC
insulated multi strand copper wires up to 10 mtr length , in below type
of pipe erected with 6A Modular type switch / bell push &
accessories and earth continuity of following type, erected on PVC / Rupees Four hundred
93 35.00 Metallic/Wooden box, single mounting base frame covered with 449.45 Forty Nine Paise Forty Pt
textured/metallic/white front plate modules erected on / in wall / Five Only
ceiling as per pipe erected, with necessary Lamp holder/ceiling rose /
H.D.Connector as directed.(f) with medium class Rigid PVC pipe and
accessories erected concealed in wall/ceiling complete Cat. III
Point wiring for FAN with 2-1.5 sq.mm & earth wire of 1.5 sq.mm
(Green) both are of .ISI marked 1.1 KV Grade FRLS PVC insulated
multi strand copper wires up to 10 mtr length, in below type of pipe
erected with 6A Modular type switch and hum free EME step type
electronic fan regulator mounted and accessories with earth Rupees Six hundred
94 7.00 continuity of following type erected on PVC / Metallic/Wooden box, 629.23 Twenty Nine Paise pt.
single mounting base frame covered with textured/metallic/white Twenty Three Only
front plate modules erected on / in wall / ceiling as per pipe erected.
with necessary ceiling rose / H.D.Connector as directed.(f) with
medium class Rigid PVC pipe and accessories erected concealed in
wall/ceiling complete CAT III
Point wiring for Individual Plug with & earth wire of 1.5 sq.mm
(Green) both are of ISI marked 1.1 KV grade FRLS PVC insulated
multi strand copper wires up to 10 mtr length, in below type of pipe
erected complete with Modular type switch & 5 pin Plug erected on
Rupees Four hundred
PVC / Metallic/Wooden box covered with appropriate front plate
95 6.00 473.69 Seventy Three Paise Pt
modules erected on / in wall / ceiling as per pipe erected with
Sixty Nine Only
following type of accessories.[I] For 6A Plug and 6 a switch with 2-
1.5 sq.mm Cu. Wire from nearby switchboard/mcb db board (f) with
medium class Rigid PVC pipe and accessories erected concealed in
wall/ceiling complete CAT III
It. Qty. Item of work Estimated Rates Unit Total amount
No. Estimat according to
ed but In In Words estimated
may be Figures Quantities
[II] For 16A Plug and 16 amp switch with 2-2.5 sq.mm Cu. Wire from Rupees Six hundred
96 5.00 mcb db board.(f) with medium class Rigid PVC pipe and accessories 697.91 Ninety Seven Paise Pt
erected concealed in wall/ceiling complete CAT III Ninety One Only
[III] For 16A Plug and 16 amp switch with 2-4 sq.mm Cu. Wire with
2.5 sq.mm ( green) earthing wire from mcb d b board.(f) with medium Rupees Eight hundred
97 4.00 class Rigid PVC pipe and accessories erected concealed in 818.10 Pt.
Eighteen Paise Ten Only
wall/ceiling complete CAT III
Point wiring for on board Looped Plug with 6A Modular type switch &
5 pin socket erected on PVC / Metallic/Wooden box, single mounting Rupees Two hundred
98 12.00 base frame covered with textured / metallic/white front plate modules 241.39 Forty One Paise Thirty Pt
erected on / in wall / ceiling with following type accessories CAT III Nine Only
Providing and erecting ISI mark Medium class RIGID PVC PIPES of
following size complete to be erected on/in wall or ceiling erected
Rupees Thirty Two Paise
99 70.00 with necessary PVC fittings & Junction boxes fixed with adhesive 32.32 Mtr
solution & Clamps with following dia of pipes, in approved manner as Thirty Two Only
directed (b) 25 mm
Providing & erecting PVC Corrugated Flexible Conduit with required
Rupees Twenty Paise
100 10.00 nos. of coupling, PVC bushes, Check-nuts etc. complete of following 20.20 Mtr
sizes. (2) 25 mm Twenty Only
Providing and erecting Mains with 1.1 KV grade FRLS PVC insulated
ISI marked stranded Copper conductor wire in following type of pipe
to be erected concealed in /flushed on wall/ceiling, with 1.5 sq. mm Rupees Seventy Eight
101 150.00 copper conductor FRLS PVC insulated stranded wire of green colour 78.78 Mtr
Paise Seventy Eight Only
for earth continuity of following size (A) With medium class Rigid
PVC pipe and accessories (b) 2 wire 2.5 sq. mm
providing and erecting Mains with 1.1 KV grade FRLS PVC insulated
ISI marked stranded Copper conductor wire in following type of pipe
to be erected in / on wall / ceiling with 2.5 sq. mm copper conductor Rupees One hundred
102 90.00 FRLS PVC insulated stranded wire of green colour for earth 107.06 Mtr
Seven Paise Six Only
continuity of following size (A) with medium class Rigid PVC pipe and
accessories (a) 2 wire 4 sq. mm
It. Qty. Item of work Estimated Rates Unit Total amount
No. Estimat according to
ed but In In Words estimated
may be Figures Quantities
(b) 2 wire 6 sq. mm Rupees One hundred
103 20.00 140.39 Forty Paise Thirty Nine Mtr
Call bell gong type suitable for 230 volts, 50 c/s. AC supply complete Rupees Forty Paise
104 2.00 Erected 40.40 Ea
Supplying and erecting led lamps with following wattage capacity of
220 to 240 voltage, minimum 15000 burning hours life, 500 V in built-
Rupees One hundred
105 10.00 surge protection,Polycarbonate diffuser, mounting suitable for E14 / 112.11 Ea
E27 / B22 lamp holders, pf >= 0.5 (ii) 5 to 8 watts Cat-III Twelve Paise Eleven Only
Supplying and erecting LED indoor fittings with LEDs of wattage
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, THD < 15%,
CCT 3000 K to 6500K, Rupees Three hundred
106 7.00 Luminaire efficacy> 85 lumens/watt ,LED 373.70 Seventy Three Paise Ea
LED driver efficiency > 85 % Seventy Only
( 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-lll
It. Qty. Item of work Estimated Rates Unit Total amount
No. Estimat according to
ed but In In Words estimated
may be Figures Quantities
Supplying and erecting LED street light / Flood light fittings with High
power White LEDs wattage of 3 Watt and above assembled on
single MCPCB, efficiency more than 130 lm/w and corrosion free
High pressure die cast aluminium housing with smooth finish powder
coated and heat sink extruded aluminium with diffuser and
Polycarbonate optics/ lenses with company mark/name engraved or
embossed 160 to 270 V,Power Factor more than 0.95, THD < 10 %,
CCT 3000 K to 5700K,Uniformity ratio >0.45, Luminaire efficacy> Rupees Two Thousand
107 4.00 100 lumens/watt . LED driver efficiency > 85 %.( fittings required LM- 2201.80 Two hundred One Paise Ea
79 & LM-80 certificates)(NOTE: Below description have shown Eighty Only
ranges of Wattage capacity of LED fittings.The Engineer incharge
may select any wattage capacity between the ranges shown.) (A)
Street Light (IP-65), Surge protection -4KV integral and ,Light must
have 440VAC line supply with over-voltage protection. (iii) above
to 36 watts Cat-lll
Sheets steel powder coated enclosure suitable for incorporating Rupees One hundred
108 2.00 One/Two nos. MCB. 176.75 Seventy Six Paise Ea
Seventy Five Only
providing and erecting Miniature circuit breaker single pole 6A to 25A
suitable to operate on 240 V A.C. system and having breaking Rupees One hundred
109 18.00 capacity 10 KA to be erected in existing box. confirming to IS 112.11 Ea
Twelve Paise Eleven Only
8828/1996 with ISI Mark CAT III
Providing & erecting 240 V MCB double pole switch for motor &
inductive load (C Curve) having 10 KA breaking capacity & Rupees Two hundred
110 2.00 confirms to IS : 8828 in existing box having following capacity (A) 6 to 299.97 Ninety Nine Paise Ninety Ea
32 Amp. Cat.III Seven Only
Providing & erecting 240 V MCB double pole switch for lighting Load Rupees Three hundred
111 2.00 (B Curve) having 10 KA breaking capacity & confirms to IS : 8828 in 348.45 Forty Eight Paise Forty Ea.
existing box having following capacity (B) 40 Amp. CAT III Five Only
It. Qty. Item of work Estimated Rates Unit Total amount
No. Estimat according to
ed but In In Words estimated
may be Figures Quantities
Providing and erecting Sheet Steel powder coated MCB distribution
board - flush / surface mounted fitted with busbar, neutral link, earth
bar and DIN rail, Conforms to IS 8623-1 & 3, IEC 61439-1 & 3 Rupees One Thousand
112 2.00 without MCB to house appropriate nos. of MCBs.(The DBs should be 1492.78 Four hundred Ninety Two Ea
used of same company of MCB to be used) suitable for (A) single Paise Seventy Eight Only
phase incoming and horizontal single phase outgoing (b) sheet steel
double door (IP-43) (iv)12 way
providing and erecting Approved make RCCBs conforming to IS:
12640 and having sensitivity of 30 mA and Short Circuit withstand
capacity of 10 KA and suitable for operation on single phase 240 Rupees Two Thousand
113 2.00 V,50Hz. having characteristic of quick action & tripping with all 2235.13 Two hundred Thirty Five Ea
advance feature & do not incorporate any electronic component. for Paise Thirteen Only
following Max. rating erected as directed(ii) 40Amps. DP CAT III
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 Rupees Eight hundred
114 2.00 specially prepared earth pit & G.I. earth wire of 8 SWG erected & 823.15 Twenty Three Paise Ea
connected as directed (For panel) Fifteen Only
For using salt and charcoal / coke as required for pipe type earthing. Rupees One hundred
115 2.00 171.70 Seventy One Paise Ea
Providing and erecting Annealed bare Copper wire 8 to 16 SWG. Rupees Seven hundred
116 5.00 794.87 Ninety Four Paise Eighty K.G.
Making trench in soft soil of suitable width of 90 cm deep for laying
Rupees Forty Six Paise
117 20.00 cable or locating the fault all over the run and back filling the same 46.46 Mtr.
and making the surface as normal ground. Forty Six Only
Providing and erecting XLPE(IS:7098)(I)-88 ISI armoured cable
Aluminium conductor for 1.1 KV. to be laid on wall with necessary Rupees Ninety Paise
118 55.00 clamps or in existing trench / pipe of following size of cables.(B) 2 90.90 Mtr
It. Qty. Item of work Estimated Rates Unit Total amount
No. Estimat according to
ed but In In Words estimated
may be Figures Quantities
Providing and erecting Approved make Ceiling fan with double ball
bearing ISI mark with condenser A.C. 23OV.50 c/s.1200 mm. sweep Rupees One Thousand
119 7.00 complete, canopy erected on existing hook or clamp with earthing. 1596.81 Five hundred Ninety Six Ea
[Make shall be approved by Engineer in charge] Paise Eighty One Only
It. Qty. Item of work Estimated Rates Unit Total amount
No. Estimat according to
ed but In In Words estimated
may be Figures Quantities
Supplying and erecting 19 / 20 mm. nominal bore Medium Class
M.S. Pipe down rod erected duly painted for fan complete with Rupees One hundred
necessary 24/ O.20, 3 core flexible wire with earthing. Eight Paise Seven Only
Supplying & erecting fan hook box of 10 mm M.S. round bar
bounded to the RCC bars up to 50mm length each side and pierced
through a 16 Gauge M.S. box / Heavy Duty PVC box having depth of Rupees One hundred
75mm complete erected concealed in Ceiling with necessary Eight Paise Seven Only
Providing 2.5mm.thick laminated acrylic sheet to cover the fan hook Rupees Eighteen Paise
122 7.00 or Fan box. 18.18 Ea
Supplying & erecting approved make SMC press moulded
composite FRP. loop-in, loop-out approx. 2mm thick box complete
with Bakelite connector strip 5way(3P+N+E),DIN rail for mounting Rupees Two hundred
123 4.00 mob & hinged doors as per requirement having locking 297.95 Ninety Seven Paise Ea.
arrangements with mounting clamp with nuts, bolts & washers Ninety Five Only
suitable for erection on pole with cable clamps& earth bolt of
following size of box.(D) 140mm x 140mm x 100mm [deep]
Supplying and erecting B class galvanised iron pipe 32 mm outside
dia 45 cm long duly welded on 20 cm x 20 cm x 3 mm thick M.S. Rupees Three hundred
124 4.00 base plate, erected on wall or corner for mounting street light 343.40 Forty Three Paise Forty Ea.
luminaire with necessary hardware materials duly painted. Only
Providing & erecting open well type horizontal mono block pump set
with stainless steel body having following specification (A) 0.5 H.P. Rupees Seven
single phase open well motor pump set having discharge of 115 LPM Thousand Nine hundred
@ 15 mtr. head suitable for 32 mm dia. delivery pipe with control Thirty Four Paise Fifty
panel Cat. II Six Only
Providing and erecting ISI marked PVC insulated PVC Shethed Flat
Rupees Sixty Five Paise
126 28.00 flexible Submersible copper cable approved make of following size. 65.65 Mtr
(a) 3 Core x 1.5 Sq. mm Sixty Five Only
Rupees Thirty Eight Lakh Nine hundred Nine Paise Sixty Nine Only
It. Qty. Item of work Estimated Rates Unit Total amount
No. Estimat according to
ed but In In Words estimated
may be Figures Quantities
Credit Value For Earthwork
For morrum/Binding material
Rupees Seventy Three
Paise Fifty Only
(A) Total Tender Amount
(B) % of above/Below on Tendered Amount
(C) Net Tendered Amount (A-B)
(Please Strike Out whichever is not Applicable)
Note-1 All words shall be carried out as per Public Works Department Handbook and Other Specifications Of Division or as directed
Note-2 All the Columns in schedule-B should be filled in ink and the total entries in the last column should be struck by the contractor under this signature.
Note-3 Rates Quoted include clearance of site (Prior Commencement of work and its close) in all respects and hold good for work under all conditions,site,moisture,weather
Serviceable material available(if any) after Demolishing/Deismentaling any item should be hand over to concered PIU site engineer in charge as per instruction.
Note-5 Credit Value for Dismantling building shall be recovered from first RA Bill .Amount for the same shall be considered fixed (Rate shall not be above/Below)
Signature of Contractor Deputy Executive Engineer(Civil) Executive Engineer
PIU, Mahesana PIU, Mahesana
Signature of the Contractor.
Deputy Executive Engineer(Ele.) Executive Engineer (Ele.)
PIU Sub Division PIU Gandhinagar
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01-Make List-4171-06-10-2017.pdf
02-Make List - Civil Items-05-02-2020.pdf
19-Special Conditions-07-02-2025.pdf
Building-Specification.pdf
Ele-List of Approved Products-FINAL.pdf
GRs and Conditions-11-06-24.pdf
Insurance Clause-03-11-2025.pdf
Standard Specification for Electrical Work.pdf
SC (2).pdf
SC (3).pdf
SC (4).pdf
SC.pdf
SC-1.pdf
SC-2.pdf
0.SBD Book.pdf
9.1 SPEC_CIVIL.pdf
9.3 ELECTRICAL MAKE LIST.pdf
Additional Specification.pdf
Make List Dt-15-10-25-6680.pdf
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Special Condition Schedule-C.pdf
Tender Details-158-02.pdf
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