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Tender Value
₹36.3 L
EMD Value
₹36,400
Closing Date
29 Jan 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 Lakshmipura (Aithor) Village Lakshmipura, Ta.Unjha, Dist: Mehsana.
264688
2025-26/130/08
Open
Civil Works
Gandhinagar
1 document required · 1 mandatory
₹1,500
PIU-General Fund A/c 11-114
₹36,400
13 Jan 2026
13 Jan 2026
13 Jan 2026
29 Jan 2026
13 Jan 2026
Name of work :-
Construction of New Sub Center Building (Ground Floor) and Compound Wall at Lakshmipura (Aithor) Village Lakshmipura, Ta.Unjha,
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, grass Rupees Eighty Four
bushes, shrubs, saplings and trees girth upto 300 mm removal of stumps of Thousand Two hundred
1 0.06 trees cut earlier and disposal of unserviceable materials(A) By manual means in 84256.67 Hector
Fifty Six Paise Sixty
area of light jungle Seven Only
Excavation for foundation upto 1.5 m depth including sorting out and Rupees One hundred
2 221.00 stacking of useful materials and disposing off the excavated stuff upto 50 122.99 Twenty Two Paise Ninety Cu.M
Meter lead.(A) Loose or soft soil Nine Only
Excavation for foundation for depth from 1.5 m to 3.0 m including sorting
Rupees One hundred
3 40.00 out and stacking of useful materials and disposing off the excavated 170.40 Cu.M
stuff upto 50 Meter lead.(B) Dense or Hard soil Seventy Paise Forty Only
Filling available excavated earth (excluding rock) in trenches. plinth, Rupees One hundred
4 140.00 sides of foundations etc. in layers not exceeding 20 cm. in depth consolidating 136.92 Thirty Six Paise Ninety Cu.M
each disposited layer by ramming and watering. Two Only
Filling in plinth with sand under floors including watering ramming, Rupees Three hundred
5 14.00 consolidating and dressing complete 399.94 Ninety Nine Paise Ninety Cu.M
Filling in foundation and plinth with murrum or selected soil in layers of 20cm. Rupees Two hundred
6 40.00 thickness including watering, ramming and consolidating etc. complete. 269.75 Sixty Nine Paise Seventy Cu.M
Providing and laying cement concrete 1:2:4 (1- Cement : 2- Coarse sand : 4- Rupees Three Thousand
Five hundred Eighty
7 19.00 graded stone aggregates 20 mm nominal size) and curing complete excluding 3587.13 Cu.M
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 reinforcement for Rupees Four Thousand
8 16.00 reinforced concrete work in foundation footings, base of columns and mass 4474.11 Four hundred Seventy Cu.M
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 complete
including the cost of form work but excluding the cost of reinforcement for Rupees Seven Thousand
9 3.00 reinforced concrete work in Columns, pillars posts and struts Up to plinth 7426.38 Four hundred Twenty Six Cu.M
Paise Thirty Eight Only
Providing and laying controlled cement concrete M-25 and curing complete Rupees Six Thousand
10 14.00 including the cost of form work but excluding the cost of reinforcement for 6250.46 Two hundred Fifty Paise Cu.M
reinforced concrete work in Plinth BEAMS Forty Six Only
Providing and laying cement concrete 1:4:8 (1- Cement : 4- coarse sand : 8- Rupees Two Thousand
11 75.00 hand broken stone aggregates 40 mm nominal size) and curing complete 2643.35 Six hundred Forty Three Cu.M
excluding cost of formwork in (A) Foundation and Plinth Paise Thirty Five Only
Providing TMT Bar FE 500D reinforcement for R.C.C. work including bending, Rupees Seventy Seven
12 8820.00 binding and placing in position complete upto floor two level 77.29 Kg
Paise Twenty Nine Only
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 complete Rupees Six Thousand
14 5.00 including the cost of form work but excluding reinforcement for reinforced 6652.86 Six hundred Fifty Two Cu.M
concrete work in: Up to Plinth Level.(B) Coping & Plinth Beam Paise Eighty Six Only
Providing and laying controlled cement concrete M-200 and curing complete
including the cost of form work but excluding the cost of reinforcement for Rupees Seven Thousand
15 5.00 reinforced concrete work in Columns, pillars posts and struts G.FLOOR 7375.15 Three hundred Seventy Cu.M
Five Paise Fifteen Only
Providing and laying controlled cement concrete M-20 and curing complete
including the cost of form work but excluding the cost of reinforcement for Rupees Six Thousand
16 4.00 reinforced concrete work in Lintels / Sill Ground Floor 6199.23 One hundred Ninety Nine Cu.M
Paise Twenty Three Only
Providing, laying controlled cement concrete M 200 and curing complete
including the cost of form work but excluding reinforcement for reinforced Rupees Six Thousand
17 2.00 concrete work in 6436.75 Four hundred Thirty Six Cu.M
(C) RCC Weathershed Ground Floor Paise Seventy Five Only
Providing and laying controlled cement concrete M-20 and curing complete Rupees Six Thousand
18 8.00 including the cost of form work but excluding the cost of reinforcement for 6238.22 Two hundred Thirty Eight Cu.M
reinforced concrete work in BEAMS For Ground Floor Paise Twenty Two 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 complete Rupees Six Thousand
19 17.00 including the cost of form work but excluding the cost of reinforcement for 6296.73 Two hundred Ninety Six Cu.M
reinforced concrete work in SLABS for Ground Floor Paise Seventy Three Only
Brick work using common burnt clay building bricks having crushing strength Rupees Three Thousand
20 59.00 not less than 35 kg./Sq.Cm. in foundation and plinth in Cement Mortar 1:5. (1- 3455.27 Four hundred Fifty Five Cu.M
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. in cement Rupees Three Thousand
21 81.00 mortar 1:6 (1 cement : 6 fine sand) in super structure above plinth level upto 3706.17 Seven hundred Six Paise Cu.M
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 cement mortar 1:4 (1 Cement Rupees Five hundred
22 43.00 : 4 coarse sand) in super structure above plinth level upto floor two level 590.24 Ninety Paise Twenty Sq.m
(conventional ) Four Only
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 .Aluminium
sections shall be smooth, rust free, straight, and jointed mechanically wherever Rupees Four hundred
23 161.00 required including cleat angle , Aluminium snap beading for glazing/ panelling, 401.98 One Paise Ninety Eight kg
CP brass /stainless steel screws, fitting and Neccesory fixture, like Bearings,, Only
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 of sheet, single side, Rupees One Thousand
24 10.00 double side coloured as per drawing & specifications Actual installed quantity 1225.13 Two hundred Twenty Five Sq.M
shall be measured and paid. Rate shall be inclusive of all type of wastage.(a) 5 Paise Thirteen Only
mm thick (Plain)
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 Clear Float Glass/ frosted glass /Texture Glass of any size, any
shape and specified thickness and SHGC velue 86 % in frame and shutter work Rupees One Thousand
25 16.00 with necessary cutting of glass as per drawing & specifications Actual installed 1022.12 Twenty Two Paise Twelve Sq.M
quantity shall be measured and paid. Rate shall be inclusive of all type of Only
wastage. (a) 5 mm thick
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 complete at all floors/all levels/all Rupees Two hundred
26 14.00 heights As per drawings and design supplied by architect and instruction given 221.90 Twenty One Paise Ninety Sq.M
by authority and E.I.C. Actual laying installed Jali shall be measured. (Cost of Only
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 s.s. screw sand as per Rupees Three hundred
27 14.00 drawing, complete As per drawings and design supplied by architect and 365.92 Sixty Five Paise Ninety Each
instruction given by authority and E.I.C. Two Only
Providing & fixing heavy quality Anodised Aluminum Butt hinges 100 mm x
mm x 3.2 mm with necessary s.s. screws and as per drawing, complete As per
Rupees Twenty Seven
28 40.00 drawings and design supplied by architect and instruction given by authority and 27.78 Each
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 per drawings and Rupees Eight hundred
29 7.00 design supplied by architect and instruction given by authority and E.I.C. 858.40 Fifty Eight Paise Forty Each
a) 18" x 10mm (square) Only
Providing & fixing SS AISI 316 grade of glossy/satin finish specified size Push-
Pull Handle in pairs with necessary screws and as per drawing, complete Note:- Rupees One Thousand
30 6.00 As per drawings and design supplied by architect and instruction given by 1003.94 Three Paise Ninety Four Each
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 304 Grade specified
size Push-Pull Handle in pairs with necessary screws and as per drawing,
complete Note:-As per drawings and design supplied by architect and Rupees Eighty Seven
31 3.00 instruction given by authority and E.I.C. 87.57 Each
Paise Fifty Seven Only
Providing and fixing aluminium extruded section body tubular type universal
hydraulic door closer (Hardwyn, Everite or equivalent approved brand) with Rupees One Thousand
32 3.00 double speed adsustment with necessary accessories and screw etc complete. 1304.92 Three hundred Four Each
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 10 cm. including one coat red oxide Rupees Two hundred
33 72.00 and two coat or more coat of enamel paint to the frame with necessary hinges 204.02 Kg
Four Paise Two Only
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 plywood face panels, Rupees One Thousand
including anodised alluminium butt hinges with necessary screws. (B) Non- Eight hundred Twenty
34 6.00 decorative type and block board core anodised alluminium butt hinges in flush 1829.74 Sq.M
Nine Paise Seventy Four
door shutters (2) 35 mm thick. 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 alluminium frame Rupees One Thousand
35 2.00 for ventilation with 5 mm thick frosted glass as details etc complete for 1175.56 One hundred Seventy Sq.M
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 paint. (A)In beams and Rupees Nine Thousand
36 12.20 joists, channels angles Tees, flats, with connecting plates or angle cleats as in 9108.48 One hundred Eight Paise Qntl
main and cross beams. Hip and jack rafters, purlins conneted to common Forty Eight Only
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 mm x 30 mm including Rupees Five Thousand
37 9.00 materials & necessary S.S fixtures and fastening as handles, lock, stopper, 5847.90 Eight hundred Forty Sq.M
hinges etc. complete as directed by Engineer-in-charge . Seven Paise Ninety Only
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 material including dismentaling Rupees One Thousand
38 66.00 of existing flooring and jointed with color cement slurry including finised with 1436.76 Four hundred Thirty Six Sq.M
flush pointing & cleaning the surface etc. complete for light shade Paise Seventy Six Only
Providing & Laying ceramics tiles 8mm thick (Size 300x300 mm) in flooring
treads of steps and landings laid on a bed of 12 mm thick cement mortar 1:3 (1 Rupees Nine hundred
39 22.00 Cement : 3 coarse sand) finished with flush pointing in white ceand & Jointed 994.37 Ninety Four Paise Thirty Sq.M
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 Cement : 3 coarse Rupees One Thousand
40 122.00 sand) pointing in white ceand & Jointed with white cement slurry 1090.32 Ninety Paise Thirty Two Sq.M
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 jointed with grey cement slurry Rupees One Thousand
41 18.00 mixed with pigment to match the shade of slab including rubbing and polishing 1019.00 Sq.M
etc. complete. (A) 25mm thick
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 (1- Rupees One Thousand
42 9.00 Cement : 3 coarse sand) and jointed with gray cement slury mixed with pigment 1166.93 One hundred Sixty Six Sq.M
to match the shade of slab including rubbing and polishing etc. complete. Paise Ninety 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 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 and sides and itermediates supports 75 cm C/C and Rupees Six Thousand
43 6.00 fixing with cement mortar and adhesivee and finishing including cutting for fixing 6035.76 Thirty Five Paise Seventy Sq.M
of sink any size (as directed by engineer incharge) at required position etc Six Only
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.)
mm including cutting grooves in walls and fixing the stone with neat cement Rupees Four hundred
44 9.00 slurry in true line and level As per drawings and design supplied by architect 450.46 Sq.M
Fifty Paise Forty Six Only
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 one layer and finished Rupees Three hundred
45 128.00 with a floating coat of neat cement. (B) 50mm thick. 352.01 Sq.M
Fifty Two Paise One Only
Providing 10 mm thick Mala cement plaster on ceiling and soffits of stairs upto Rupees One hundred
46 109.00 floor two level, in cement mortar (1:4) (1 cement : 4 sand) & finished even and 151.38 Fifty One Paise Thirty Sq.M
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 floor two level and finished Rupees One hundred
47 193.95 even and smooth in (i) Cement mortar 1:4 (1-cement:4-sand) (A) Ground Floor 165.31 Sixty Five Paise Thirty Sq.M
20 mm thick sand faced cement plaster (Gutaka) on walls up to height
meters above ground level consisting of 12 mm thick backing coat of CM 1:3 (1 Rupees Three hundred
48 570.00 cement : 3 sand) and 8 mm thick finishing coat of CM 1:1 (1 cement : 1 sand) 321.10 Twenty One Paise Ten Sq.M
etc. complete. Only
Providing cement vata (10cm x 10cm size) quarter round in cement mortar 1:1 Rupees Twenty Four
49 59.00 including neat cement finishing watering etc complete 24.28 Metre
Paise Twenty Eight Only
Applying two coats of Birla or Asian acrylic lapy ( putty) & two coats of primer of
approved brand and manufacture on new wall surface to give an even shade Rupees Forty Paise Fifty
50 288.00 including thoroughly brushing the surface free from mortar dropping and other 40.59 Sq.M
foreign matter and sand papered smooth.
It. Qty. Item of work Estimated Rates Unit Total amount
No. Estimat according to
ed but In In Words estimated
may be Figures Quantities
Wall painting (two coats) with plastic emulsion paint of approved brand and
manufacture on undecorated wall surface to give an even shade including Rupees Eighty Two
51 194.00 throughly brushing the surface free from mortar droppings and other foreign 82.97 Sq.M
Paise Ninety Seven Only
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 even shade including
Rupees Eighty Eight
52 94.00 thoroughly brushing the surface free from mortar droppings and other foreign 88.47 Sq.M
Paise Forty Seven Only
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 thoroughly brushing the Rupees Seventy Three
53 780.00 surface to remove all dirt, and remains of loose powdered materials.etc 73.75 Sq.M
Paise Seventy Five Only
Painting Two coats (excluding priming coat) on new steel and other metal
Rupees Ninety Two
54 47.00 surfaces with enamel paint, brushing interior to give an even shade including 92.17 Sq.M
cleaning the surface of all dirt, dust and other foreign matter. 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 and floor level,
entering into a steel reinforced grooved flexible pipe of minimum 22 mm ID
Rupees One hundred
leading into junction box and the loops shall terminate in junction boxes & test
55 105.00 134.33 Thirty Four Paise Thirty Sq.M
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
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 mortar creme out upto Rupees Seven hundred
56 98.00 surface using white cement including rounding off junctions and extending 779.70 Seventy Nine Paise Sq.M
them upto 15 cm along the wall,clearing with water and oxalic acid etc. as Seventy Only
Providing and fixing bright finish One mm thick Stainless steel (Grade 304)
letters size 30 cm height in Gujarati language fixed in wall with screws and nails Rupees One Thousand
57 14.00 and any height including scaffolding etc complete as per instruction of Engineer- 1045.35 Forty Five Paise Thirty Per letter
in-charge. Five Only
Providing & Fixing the Chikenmesh - 20 guag of approved size applying
between the RCC and masonry junction in proper line, level and plumb with all Rupees Two hundred
58 78.00 material, labour, tools, tackles and equipment. Including providing and fixing the 294.45 Ninety Four Paise Forty Sq.M
jali with nails, etc complete as directed by the site-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
Painting with weather proof exterior emulsion acrelic based paint the pattern
using the grid and dimensions for door and window given as applicator of Rupees Three hundred
59 27.00 standed drawing and dsign according to the reference manual of façade 380.77 Eighty Paise Seventy Sq.M
branding for health & wellness centres of ayushaman bharat scheme as per Seven Only
direction of executive engineer in charge.
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 according to the referance manual of façade Rupees Two Thousand
60 6.00 branding for health & wellness centres of ayushaman bharat scheme as per 2181.60 One hundred Eighty One Each
direction of executive engineer in charge Paise Sixty Only
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 experienced applicator of Rupees Seven Thousand
61 1.00 standed drawing and design according to the referance manual of facade 7686.10 Six hundred Eighty Six Each
branding for health & wellness centres of ayushaman bharat scheme as per Paise Ten Only
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 cement mortar 1:6 (1-cement, 6 -coarse Rupees One Thousand
62 4.00 sand) joined with neat cement slurry with pigment to match the shade of tiles 1963.44 Nine hundred Sixty Three Sq.mtr
complete with precast tiles of dark shade (read/yellow) using ordinary cement Paise Forty Four Only
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 Confirming to IS 15658 : 2006 Rupees Six hundred
63 100.00 including 35 mm Sand layer for levelling and filling the joint with sand in proper 699.84 Ninety Nine Paise Eighty Sq.M
line and level as per guidlines of IRC : SP 63-2018 etc. Complete. Four Only
Providing and fixing pre-cast concrete kerb stone of gray cement based
concrete block 30cm length,30cm height and 15cm thick of M200 grade concret Rupees Three hundred
64 30.00 as per approved design and including excavation for fixing in proper line and 374.92 Seventy Four Paise Meter
level,filling the joint with C:M 1:3 (1cement:3fine sand) etc complete. Ninety Two 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
Earthwork for embankment including breaking clods, dressing with all lead and Rupees One hundred
65 123.00 lift (excluding watering and consolidation)(B) From Borrow area within 0.5 154.87 Fifty Four Paise Eighty Cu.M
Km.lead Seven Only
Providing and fixing 600mm. x 450mm. Bevelled edge mirror of superior glass Rupees Eight hundred
66 3.00 mounted on 6mm. thick A.C. sheet or plywood sheet and fixed to wooden; lugs 859.41 Fifty Nine Paise Forty Each
with C.P. brass screws and washers. One Only
Providing and fixing C.P. brass towel rail complete with C.P. Brass brackets Rupees Six hundred
67 4.00 fixed to wooden plugs with C.P. Brass screws.(B) 600mm. x 20mm. size. 616.42 Sixteen Paise Forty Two Each
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 clamp at every two metre C/C or shall be
Rupees Seventy Two
68 20.00 concelled as directed including necessary fittings etc. including testing of pipe 72.65 Metre
Paise Sixty Five Only
and joints and fixing the same with adhesive solvent, including cost of all
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 clamp at every two metre C/C or shall be Rupees Ninety One
concelled as directed including necessary fittings etc. including testing of pipe Paise Eighty Four Only
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 Engineer In Charge. Pipe shall be
Rupees One hundred
fixed on the wall with the help of clamp at every two metre C/C or shall be
70 30.00 148.12 Forty Eight Paise Twelve Metre
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 chromium Rupees One hundred
71 9.00 plated screw down bib tap (I) 15 mm dia. 186.83 Eighty Six Paise Eighty Each
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 gun metal check or non return full way wheel valve (C) 25 Rupees Four hundred
72 2.00 mm. dia. 420.63 Twenty Paise Sixty Three Each
Providing and fixing gun metal check or non return full way wheel valve (E) 40 Rupees SixOnly
73 2.00 mm. dia. 663.43 Three Paise Forty Three Each
Providing and fixing chromium plated brass half turn flush cock of approved Rupees Two hundred
74 3.00 quality including fixing in pipe line etc. complete. (ii) 25 mm.Dia 263.77 Sixty Three Paise Each
Seventy Seven Only
Providing and fixing brass cromium plated Surgical handle cock ( Cabtree, Rupees One Thousand
75 1.00 Essco, Ess-Ess, Plumber of approved quality) of size of 15 mm dia etc. 1818.00 Eight hundred Eighteen Each
Providing erecting and fixing double coated ISI water tank of required capacity
Rupees Three Paise
76 2000.00 each with all necessary fittings and connection etc. complete on terrace 3.95 Litre
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 same including providing Rupees Five Thousand
77 1.00 and fixing 40mm dia CP waste coupling rails providing fixing PVC waste pipe 5096.46 Ninety Six Paise Forty Each
etc. comp as approved by the Engineer in charge. Six Only
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 including providing & fixing 15mm dia pillar Rupees Two Thousand
78 3.00 tap capstan head screw down high pressure with screw shank an back nuts 2265.43 Two hundred Sixty Five Each
including providing & fixing PVC waste pipe 15 x 600mm PVC inlet connection Paise Forty Three Only
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 white including Rupees Three Thousand
79 1.00 cutting holes and making good the walls and floors wherever required with 32 3220.89 Two hundred Twenty Each
mm dia CP brass Waste Coupling & M.I. fisher union etc complete. Paise Eighty 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
Providing & fixing on wall ceiling and flor 10.0 kg.F/cm2 working pressure
polythylene pipes of following outside dia special density complete with special Rupees One hundred
80 5.00 flange compression type fitting wall clips etc including making good the wall 127.67 Twenty Seven Paise Sixty Rmt
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, complete with special Rupees Two hundred
81 15.00 falnge compression type fittings, wall clipsetc. including making good the wall 280.23 Eighty Paise Twenty Rmt
ceiling and floor.(F) 75mm Three Only
Providing and fixing to wall ceiling and floor 10.0 Kg. F/Cm2 working pressure
poluthene pipes of the following outside Dia. Low densidy, complete with special Rupees Three hundred
82 23.00 falnge compression type fittings, wall clipsetc. including making good the wall 339.05 Thirty Nine Paise Five Rmt
ceiling and floor.(G)110 mm Only
Providing and fixing PVC SWR Nahni trap IS 14735 for drain - 75 mm diameter
with jali of the following nominal diameter of self cleansing design with C.I Rupees Five hundred
83 5.00 scread down or hinged grating including the cost of cutting and making good 586.60 Eighty Six Paise Sixty Each
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 laying Cement concrete 1:5:10 (1-
Cement : 5-Fine sand :10-Graded stone aggregate 40mm nominal size) Rupees Three hundred
bedding for stoneware pipes of following internal diameters with necessary Fifty Two Paise Sixty Only
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 laying Cement concrete 1:5:10 (1- Rupees Five hundred
85 20.00 Cement : 5-Fine sand :10-Graded stone aggregate 40mm nominal size) 530.99 Thirty Paise Ninety Nine Rmt
bedding for stoneware pipes of following internal diameters with necessary Only
formwork and curing complete.(B) 150mm dia. (166mm Ave. bed thickness)
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 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 vitreous china 100 mm size 'P' or Rupees Two Thousand
'S' trap including jointing the trap with pan and soil pipe in CM (1:1) (1 cement :1 Two Paise Fifty Six Only
fine sand) etc complete.
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 in Cement Mortar 1:1 Rupees Two Thousand
87 2.00 (1-Cement : 1-fine sand), Flush tank, Health faucat, two way bib tap, Seal and 2250.70 Two hundred Fifty Paise Each
cover etc. Complete as Directed EIC (A) vitreous China Pattern :(i) in white Seventy Only
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 size (inside) with standard Rupees One Thousand
88 5.00 weight.(i) Square mouth traps.(B) 150mm x 100mm size P or R type 1246.92 Two hundred Forty Six Each
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. ) (R.C.C. top slabe with 1:2:4 mix (1-cement :2- coarse Rupees Two Thousand
89 5.00 sand :4-graded stone aggregate 20mm size) foundation concrete 1:5:10 inside 2932.93 Nine hundred Thirty Two Each
plaster 15mm thick with cement mortar 1:3 finished smooth with a floating coat Paise Ninety Three Only
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 & 1.50 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 (
cement : 3 coarse sand : 6 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 1:2:4
(1 cement : 2 coarse sand : 4 graded stone agg) including reinforcement as per Rupees Fifty Two
design and 15 mm thick cement plaster in CM 1:4 with floating coat of neat 52524.04 Thousand Five hundred
cement slurry inside, top and around tank below 15 cm on ground level, Also Twenty Four Paise Four
provide Two nos CI Manhole frame and cover of size 60 cm x 45 cm & 75 mm Only
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 cement : 4 coarse sand : 8 hand broken Rupees Forty Two
stone aggregate 40mm nominal size) & R.C.C. top slab 0.12 m thick in CC Thousand Five hundred
91 1.00 1:2:4 including cost of form work as per reinforcement detail drawings also 15 42575.54 Seventy Five Paise Fifty Each
mm thick cement plaster in CM 1:4 with floating coat of neat cement slurry on Four Only
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 complete Rupees Four Thousand
92 11.00 including the cost of form work but excluding the cost of reinforcement for 4199.58 One hundred Ninety Nine Cu.m
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 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 / bell push & accessories and earth continuity of following
type, erected on PVC / Metallic/Wooden box, single mounting base frame Rupees Four hundred
93 35.00 covered with textured/metallic/white front plate modules erected on / in wall / 449.45 Forty Nine Paise Forty Pt
ceiling as per pipe erected, with necessary Lamp holder/ceiling rose / Five Only
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 continuity of following type erected on PVC / Rupees Six hundred
94 7.00 Metallic/Wooden box, single mounting base frame covered with 629.23 Twenty Nine Paise pt.
textured/metallic/white front plate modules erected on / in wall / ceiling as per Twenty Three Only
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 PVC / Metallic/Wooden box covered with
Rupees Four hundred
appropriate front plate modules erected on / in wall / ceiling as per pipe erected
95 6.00 473.69 Seventy Three Paise Pt
with following type of accessories.[I] For 6A Plug and 6 a switch with 2-1.5
Sixty Nine Only
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
[II] For 16A Plug and 16 amp switch with 2-2.5 sq.mm Cu. Wire from mcb db Rupees Six hundred
96 5.00 board.(f) with medium class Rigid PVC pipe and accessories erected concealed 697.91 Ninety Seven Paise Pt
in wall/ceiling complete CAT III Ninety 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
[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 class Rigid PVC pipe Rupees Eight hundred
97 4.00 and accessories erected concealed in wall/ceiling complete CAT III 818.10 Pt.
Eighteen Paise Ten Only
Point wiring for on board Looped Plug with 6A Modular type switch & 5 pin
socket erected on PVC / Metallic/Wooden box, single mounting base frame Rupees Two hundred
98 12.00 covered with textured / metallic/white front plate modules erected on / in wall / 241.39 Forty One Paise Thirty Pt
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 with necessary PVC
Rupees Thirty Two Paise
99 70.00 fittings & Junction boxes fixed with adhesive solution & Clamps with following 32.32 Mtr
dia of pipes, in approved manner as directed (b) 25 mm Thirty Two Only
Providing & erecting PVC Corrugated Flexible Conduit with required nos. of
Rupees Twenty Paise
100 10.00 coupling, PVC bushes, Check-nuts etc. complete of following sizes. (2) 25 mm 20.20 Mtr
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 copper conductor FRLS Rupees Seventy Eight
101 150.00 PVC insulated stranded wire of green colour for earth continuity of following size 78.78 Mtr
Paise Seventy Eight Only
(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 FRLS PVC insulated Rupees One hundred
102 90.00 stranded wire of green colour for earth continuity of following size (A) with 107.06 Mtr
Seven Paise Six Only
medium class Rigid PVC pipe and accessories (a) 2 wire 4 sq. mm
Rupees One hundred
103 20.00 (b) 2 wire 6 sq. mm 140.39 Mtr
Forty Paise Thirty Nine
Call bell gong type suitable for 230 volts, 50 c/s. AC supply complete Erected Rupees Forty Paise
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 lamps with following wattage capacity of 220 to
voltage, minimum 15000 burning hours life, 500 V in built-surge
Rupees One hundred
105 10.00 protection,Polycarbonate diffuser, mounting suitable for E14 / E27 / B22 lamp 112.11 Ea
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 0.2 Watt to
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,
Luminaire efficacy> 85 lumens/watt ,LED Rupees Three hundred
106 7.00 LED driver efficiency > 85 % 373.70 Seventy Three Paise Ea
( fitting required LM-79 & LM-80 Certificates)(NOTE: Below description have Seventy Only
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
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>
100 lumens/watt . LED driver efficiency > 85 %.( fittings required LM-79 & LM- Rupees Two Thousand
107 4.00 80 certificates)(NOTE: Below description have shown ranges of Wattage 2201.80 Two hundred One Paise Ea
capacity of LED fittings.The Engineer incharge may select any wattage capacity Eighty Only
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 24 to 36 watts 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
Sheets steel powder coated enclosure suitable for incorporating One/Two nos. Rupees One hundred
108 2.00 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 capacity 10 KA to be Rupees One hundred
109 18.00 erected in existing box. confirming to IS 8828/1996 with ISI Mark CAT III 112.11 Ea
Twelve Paise Eleven Only
Providing & erecting 240 V MCB double pole switch for motor & inductive load
(C Curve) having 10 KA breaking capacity & confirms to IS : 8828 in existing Rupees Two hundred
110 2.00 box having following capacity (A) 6 to 32 Amp. Cat.III 299.97 Ninety Nine Paise Ninety Ea
Providing & erecting 240 V MCB double pole switch for lighting Load (B Curve) Rupees Three hundred
111 2.00 having 10 KA breaking capacity & confirms to IS : 8828 in existing box having 348.45 Forty Eight Paise Forty Ea.
following capacity (B) 40 Amp. CAT III Five Only
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 without MCB to house appropriate Rupees One Thousand
112 2.00 nos. of MCBs.(The DBs should be used of same company of MCB to be used) 1492.78 Four hundred Ninety Two Ea
suitable for (A) single phase incoming and horizontal single phase outgoing (b) Paise Seventy Eight Only
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 V,50Hz. having characteristic of Rupees Two Thousand
113 2.00 quick action & tripping with all advance feature & do not incorporate any 2235.13 Two hundred Thirty Five Ea
electronic component. for following Max. rating erected as directed(ii) 40Amps. Paise Thirteen Only
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 earth pit & Rupees Eight hundred
114 2.00 G.I. earth wire of 8 SWG erected & connected as directed (For panel) 823.15 Twenty Three Paise Ea
Rupees One hundred
115 2.00 For using salt and charcoal / coke as required for pipe type earthing. 171.70 Ea
Rupees One hundred
116 5.00 Providing and erecting Annealed bare Copper wire 8 to 16 SWG. 794.87 K.G.
Ninety Four Paise Eighty
Making trench in soft soil of suitable width of 90 cm deep for laying cable or
Rupees Forty Six Paise
117 20.00 locating the fault all over the run and back filling the same and making the 46.46 Mtr.
surface as normal ground. Forty Six 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 XLPE(IS:7098)(I)-88 ISI armoured cable Aluminium
conductor for 1.1 KV. to be laid on wall with necessary clamps or in existing Rupees Ninety Paise
118 55.00 trench / pipe of following size of cables.(B) 2 core 6 Sq. mm 90.90 Mtr
Providing and erecting Approved make Ceiling fan with double ball bearing ISI
mark with condenser A.C. 23OV.50 c/s.1200 mm. sweep complete, canopy Rupees One Thousand
119 7.00 erected on existing hook or clamp with earthing. [Make shall be approved by 1596.81 Five hundred Ninety Six Ea
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 necessary 24/ O.20, 3 core Rupees One hundred
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 75mm complete erected concealed Rupees One hundred
in Ceiling with necessary finishing. Eight Paise Seven Only
Providing 2.5mm.thick laminated acrylic sheet to cover the fan hook or Fan box. Rupees Eighteen Paise
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 mob & hinged doors as per requirement Rupees Two hundred
123 4.00 having locking arrangements with mounting clamp with nuts, bolts & washers 297.95 Ninety Seven Paise Ea.
suitable for erection on pole with cable clamps& earth bolt of following size of Ninety Five Only
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. base plate, erected on Rupees Three hundred
124 4.00 wall or corner for mounting street light luminaire with necessary hardware 343.40 Forty Three Paise Forty Ea.
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. single phase Rupees Seven Thousand
125 1.00 open well motor pump set having discharge of 115 LPM @ 15 mtr. head 7934.56 Nine hundred Thirty Four Ea.
suitable for 32 mm dia. delivery pipe with control panel Cat. II Paise Fifty Six Only
Providing and erecting ISI marked PVC insulated PVC Shethed Flat flexible
Rupees Sixty Five Paise
126 28.00 Submersible copper cable approved make of following size. (a) 3 Core x 1.5 65.65 Mtr
Sq. mm Sixty Five Only
Rupees Thirty Six Lakh Thirty Two thousand Eight hundred Seventy Eight Paise Seventy Only
(A) Total Tender Amount
(B) % of above/Below on Tendered 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
(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 etc.
Note-4 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
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0.SBD Book.pdf
9.1 SPEC_CIVIL.pdf
9.3 ELECTRICAL MAKE LIST.pdf
6372 Make List.pdf
Additional Specification.pdf
Clause 409 Kerbing.pdf
Clause 601 DLCC Work.pdf
Clause 812 Road Traffic Signals.pdf
Clause 1600 TMT Reinforcement.pdf
layout copy.pdf
SC-B Club- Qty.pdf
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Tender Details-130-08.pdf
SC (2).pdf
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