Loading…
Loading…
Tender Value
₹20.8 L
EMD Value
₹21,000
Closing Date
5 Jun 2026, 6:00 pmClosed
Executive Engineer, R & B Panchayat Division Ahmedabad
Empanelment for C.R. works for Building Items in Viramgam, Detroj & Mandal Taluka, Dist. : Ahmedabad. (Forth Time)
305059
02/2025-2026
Open
Civil Works - Buildings
Ahmedabad
6 documents required · 6 mandatory
₹900
Executive Engineer, R & B Panchayat Division Ahmedabad
₹21,000
14 May 2026
14 May 2026
14 May 2026
5 Jun 2026
14 May 2026
Description of Item Tendered Rate Total Amount
It. estimate
(with brief specification and reference to In Figures Unit according to
No. d but In words
book of specifications) Rs. estimated quantities
Excavation for foundation upto 1.5M depth including sorting out and Rupees One Hundred
stacking of useful materials and disposing of the excavated stuff upto 50 Seventeen and Eight Paisas
Mt. lead. (A) Loose or soft soil (SOR I No 4001A P No 46) Only
Excavation for foundation upto 1.5M depth including sorting out and Rupees One Hundred Forty
stacking of useful materials and disposing of the excavated stuff upto 50 Nine and Sixty Seven Paisas
Mt. lead. (B) Dense or Hard soil (SOR I No 4001B P No 46) Only
Excavation for foundation upto 1.5M depth including sorting out and Rupees Two Hundred Fifty
stacking of useful materials and disposing of the excavated stuff upto 50 Six and Twelve Paisas Only
Mt. lead. (C) Hard Murrum (SOR I No 4001C P No 46)
Excavation for foundation upto 1.5M depth including sorting out and Rupees Two Hundred Sixty
stacking of useful materials and disposing of the excavated stuff upto 50 Three and Eight Paisas Only
Mt. lead. (D)Soft rock not requiring blasing (SOR I No 4001D P No 46)
Excavation for foundation upto 1.5M depth including sorting out and Rupees Five Hundred
stacking of useful materials and disposing of the excavated stuff upto 50 Ninety Seven and Sixty
Mt. lead. (E) Hard rock (SOR I No 4001E P No 46) Paisas Only
Filling available excavated Earth (Excluding Rock) in trench plinth Rupees One Hundred
side of foundation . in layer not excluding 20 cm in depth consolidation Thirty and Thirty Nine
6 36.0 each deposited layer by ramming and watering etc. complete {S.O.R. P 130.39 Paisas Only Cmt
No. 48 It. Code. 4006 }
20 cm in thickness including ramming watering and consolidating etc. Eighty Nine and Six Paisas
complete {S.O.R. P No. 49 It. Code. 4008A } Only
Providing and laying cement concrete 1:4:8 (1 cement; 4 coarse sand; 8 Rupees Two Thousand Six
hand broken stone aggregate 40mm nominal size ) and curing complete Hundred Eighty and Twenty
excluding cost of form work in (A) Foundation and plinth. (SOR I No One Paisas Only
Providing and laying cement concrete 1:4:8 (1Cement : 4- Coarse sand : 8- Rupees Two Thousand
Graded machine crushed stone aggregate 40 mm normal size) and curing Eight Hundred Sixty Four
complete excluding cost of formwork in (A)Foundation and Plinth (RA 01) and Nineteen Paisas Only
Providing and laying cement concrete 1:3:6 (1Cement : 3- Coarse sand : 6- Rupees Two Thousand
Graded brick bat aggregate 40mm normal size) and curing complete Nine Hundred Eighty Six
excluding cost of formwork in (A) Foundationand Plinth (SOR P.No. 52 Only
Code No. 05007A}
Providing and laying cement concrete 1:3:6 (1 cement; 3 coarse sand; 6 Rupees Four Thousand
crushed stone aggregate 20mm nominal size ) and curing complete Forty Six and Twenty One
including cost of form work in (A)Wall caps/copings. (SOR I No 5005A P Paisas Only
Providing and laying cement concrete 1:2:4 (1 cement; 2 coarse sand; 4 Rupees Three Thousand
graded stone aggregate 20mm nominal size ) and curing complete Six Hundred Ninety Seven
excluding cost of form work in (A)Foundation and plinth. (SOR I No and Ninety One Paisas Only
Providing and laying ordinary cement concrete 1:2:4 (1-Cement 2-coarse Rupees Ten Thousand Five
sand: 4-graded stone aggregates 20 mm nominal size) and finishing smooth Hundred Ninety Eight and
with, curing etc. complete including the cost of formwork but excluding the Ninety Four Paisas Only
13 4.1 cost of reinforcement for R.C.C work in (B)COLUMNS: (ii) Having cross- 10598.94 Cmt
sectional area more than 0.08 Sq.M and upto 0.18 Sq.M (SOR I No
Providing and laying ordinary cement concrete 1:2:4 (1-Cement 2-coarse Rupees Seven Thousand
sand: 4-graded stone aggregates 20 mm nominal size) and finishing smooth Six Hundred Sixty Five and
with, curing etc. complete including the cost of formwork but excluding the Sixty Paisas Only
14 2.7 cost of reinforcement for R.C.C work in (A) BEAMS :(ii) Having cross- 7665.60 Cmt
sectional area more than 0.08 Sq .M and upto 0.12 Sq.M (SOR I No
Providing and laying ordinary cement concrete 1:2:4 (1-Cement 2-coarse Rupees Six Thousand Five
sand: 4-graded stone aggregates 20 mm nominal size) and finishing smooth Hundred Seventy Eight and
with, curing etc. complete including the cost of formwork but excluding the Seven Paisas Only
15 6.8 cost of reinforcement for R.C.C work in (A) BEAMS :(ii) Having cross- 6578.07 Cmt
sectional area more than 0.12 Sq .M and upto 0.18 Sq.M (SOR I No
Providing and laying ordinary cement concrete 1:2:4 (1-Cement 2-coarse Rupees Eight Thousand
sand: 4-graded stone aggregates 20mm nominal size) for R.C.C lintel Seven Hundred Twenty and
16 3.5 including finishing smooth with, curing etc. complete including the cost of 8720.79 Seventy Nine Paisas Only Cmt
formwork but excluding the cost of reinforcement. (SOR I No 5030 P No
Providing and laying cement concrete 1:2:4 (1Cement : 2- Coarse sand : 4- Rupees Six Thousand Five
graded stone aggregates 20mm nominal size) for reinforced concrete Hundred Fifty One and
Chhajjas not exceeding 10cm. thickness upto floor two level including Ninety Four Paisas Only
finishing the exposed surfaces with cement mortar1:3 (1-cement, 3Fine
17 2.3 sand) to give a smooth and even surface centering and form work and 6551.94 Cmt
curing complete excluding cost of reinforcement. (SOR I No 5012A P No
Providing and laying ordinary cement concrete 1:2:4 (1-Cement 2-coarse Rupees Seven Thousand
sand: 4-graded stone aggregates 20mm nominal size) exposed work with Four Hundred Fifty Four
curing etc. complete including the cost of formwork but excluding the cost and Three Paisas Only
18 10.4 of reinforsement for R.C.C work in (iii) Slabs having more than 10cm and 7454.03 Cmt
upto 13 cm. thickness (SOR I No 5028C P No 60)
Providing and laying ordinary cement concrete 1:2:4 (1-Cement 2-coarse Rupees Six Thousand Nine
sand: 4-graded stone aggregates 20mm nominal size) exposed work with Hundred Thirty Seven and
curing etc. complete including the cost of formwork but excluding the cost Fifty Nine Paisas Only
19 12.0 of reinforsement for R.C.C work in (iv) Slabs having more than 13 cm and 6937.59 Cmt
upto 15 cm. thickness (SOR I No 5028D P No 60)
Brick work using common burnt clay building bricks having crushing Rupees Four Thousand
strength not less than 35 kg./Sq.Cm. in foundation and plinth in Cement Fifty One and Seventy Eight
Mortar 1:5. (1- Cement : 5-fine sand) (B) Conventional (SOR I No 6001BA Paisas Only
Brick work using common burnt clay building bricks having crushing Rupees Four Thousand
strength not less than 35 kg./Sq.Cm. in super structure above plinth level Three Hundred Twenty Six
21 41.4 upto floor two level in Cement Mortar 1:5. (1- Cement : 5-fine sand) (B) 4326.75 and Seventy Five Paisas Only Cmt
Conventional (SOR I No 6001BA P No 71+6006B P No 73)
Brick work using common brunt clay building bricks having crushing Rupees Four Thousand
strength not less than 35 Kg./cm2 in foundation and plinth in cement Twenty One and Two Paisas
mortar 1:6 (1 cement; 6 fine sand. (B) Conventional (SOR I No 6002BA P Only
Brick work using common brunt clay building bricks having crushing Rupees Four Thousand
strength not less than 35 Kg./cm2 in super structure above plinth level upto Two Hundred Ninety Five
23 41.4 floor two level in cement mortar 1:6 (1 cement; 6 fine sand. (B) 4295.99 and Ninety Nine Paisas Only Cmt
Conventional (SOR I No 6002BA P No 71+6006B P No 73)
(i) Half brick masonry in common brunt clay building bricks having Rupees Five Hundred
crushing strength not less than 35 Kg/Sq.Cm. in Cement mortar 1:4 Ninety Nine and Eighty Four
(1Cement:4-coarse sand) in foundation and plinth (B) Conventional (SOR Paisas Only
(i) Half brick masonry in common brunt clay building bricks having Rupees Six Hundred Fifty
crushing strength not less than 35 Kg/Sq.Cm. in Cement mortar 1:4 Three and Seventeen Paisas
25 18.0 (1Cement:4-coarse sand) in super structure above plinth level upto floor 653.17 Only Sqm
two level (B) Conventional (SOR I No 6008A2A P No 73+6010B P 75)
(ii) Half brick masonry in common brunt clay building bricks having Rupees Five Hundred
crushing strength not less than 35 Kg/Sq.Cm. in Cement mortar 1:5 Eighty Nine and Thirty Two
(1Cement :5-coarse sand) infoundation and plinth (B) Conventional (SOR Paisas Only
(ii) Half brick masonry in common brunt clay building bricks having Rupees Six Hundred Forty
crushing strength not less than 35 Kg/Sq.Cm. in Cement mortar 1:5 Two and Sixty Five Paisas
27 18.0 (1Cement :5-coarse sand) in super structure above plinth level upto floor 642.65 Only Sqm
two level (B) Conventional (SOR I No 6008B2A P No 74+ 6010B P 75)
Uncoursed rubble masonary with hard stone of approved quality in Rupees Two Thousand Five
foundation and plinth in cement mortar 1:5 (1 cement; 5 course sand ) Hundred Forty Two and
including levelling up etc. complete. (SOR I No 7001BA P No 78) Thirty Paisas Only
Uncoursed rubble masonary with hard stone of approved quality in super Rupees Two Thousand
structure above plinth level upto floor two level in cement mortar 1:5 (1 Nine Hundred Eight and
29 9.0 cement; 5 course sand ) including levelling up etc. complete. (SOR I No 2908.93 Ninety Three Paisas Only Cmt
Providing corrugated G.I. sheet of class-3 roofing fixed with glavanished Rupees Seven Hundred
iron J or L Hooks, Bolts and nuts 8mm diameter with bitumen and G.I. Twenty Seven and Thirteen
limpet washer or G.I. limpet washer. filled with white lead complete Paisas Only
30 40.0 excluding the cost of purlins, Rafters and Trusses. (1) 0.80 mm thick sheet. 727.13 Sqm
. (SOR I No 15001A P No 132)
Providing ridges or hips 600mm overall in plain G.I. Sheet class-3 fixed Rupees Six Hundred Forty
with G.I. J. or L Hooks and nuts 8mm dia G.I. Limpet and bitumen washer One and Ninety Four Paisas
complete. (1) 0.80 mm thick sheet. (SOR I No 15002A P No 132) Only
Providing 15mm thick cement plaster in single coat on fair side Rupees One Hundred
brick/concrete wall for interior plastering upto floor two level and finished Seventy Six and Fifty Eight
even and smooth in (1) cement mortar 1:3 (1 cement; 3 coarse sand ). Paisas Only
(SOR I No 17002A P No 136)
Providing 15mm thick cement plaster in single coat on fair side Rupees One Hundred Fifty
brick/concrete wall for interior plastering upto floor two level and finished Seven and Seventeen Paisas
even and smooth in (1) cement mortar 1:4 (1 cement; 4 coarse sand ). Only
(SOR I No 17002B P No 136)
Providing10 mm thick cement plaster in single coat on brick/ concrete walls Rupees One Hundred
for interior plastering upto floor two level and finished even and smooth in Twenty Eight and Eighty Six
(i)Cement mortar 1:3 (1-cement:3-sand) (SOR I No 17001A P No 136) Paisas Only
Providing 10 mm thick cement plaster in single coat on brick/ concrete Rupees One Hundred
walls for interior plastering upto floor two level and finished even and Fifteen and Eighty One
smooth in (ii) Cement mortar 1:4 (1-cement :4-sand) (SOR I No 17001B P Paisas Only
Providing 20mm thick cement plaster in single coat on single or half brick Rupees Two Hundred
walls for interior plastering upto floor two level and finished even and Seventeen and Ninety Four
smooth in (i) Cement mortar 1:3 (1-cement:3-sand) (SOR I No 17003A P Paisas Only
20mm thick sand faced cement plaster on walls upto height 10 metres Rupees Three Hundred
above ground level consisting of 12mm thick backing coat of C.M.1:3 (1- and Sixty Six Paisas Only
37 120.0 cement: 3-sand)and 8mm thick finishing coat of C.M. 1:1 (1-cement : 1- 300.66 Sqm
sand) etc. complete. (SOR I No 17009 P No 137)
Pointing on coursed stone masonary with cement mortar 1:3 (1 cement; 3 Rupees Eighty Seven and
38 1.0 coarse sand ) (B) Ruled pointing. (SOR I No 17012B P No 138) 87.81 Eighty One Paisas Only Sqm
Pointing on Uncoursed stone masonry with cement mortar 1:3 (1-cement : Rupees One Hundred Four
39 2.5 3-coarse sand) (B) Ruled pointing (SOR I No 17013B P No 138) 104.84 and Eighty Four Paisas Only Sqm
White washing with lime on wall surface ( two coats ) to give an even shade Rupees Twelve and Forty
including throughly brooming the surface to remove all dirt, dust mortar One Paisas Only
drops and other foreign matter. (SOR I No 18001 P No 140)
Colour washisng with lime or wall surface ( two coats ) over and including Rupees Twelve and Forty
a primary coat of white washing to give an even shade after throughly One Paisas Only
41 200.0 brooming the surface to remove all dirt, dust mortar drops and other 12.41 Sqm
foreign matter. (SOR I No 18007 P No 140)
Distempering with dry distemper of approved brand and manufacture (two Rupees Forty Seven and
coats) and of required shade on wall surfaces of given an even shade, over Forty One Paisas Only
and including a priming coat of whiting after thoroughly brooming the
42 200.0 surface free from mortar dropping and other foreign matter. (SOR I No 47.41 Sqm
Distempering ( two coats ) with oil bound distemper of approved brand and Rupees Seventy Six and
manufacture and of required shade on wall surfaces to give an even shade Eighty Four Paisas Only
over and including a priming coat with a distemper primer of approved
43 200.0 brand and manufacture from mortar droping and other foreign matter 76.84 Sqm
and also including preparing the surface even and sand papered smooth.
(SOR I No 18021 P No 141)
Finishing wall with water proofing cement paint of on wall surfaces (Two Rupees Fifty Seven and
coats) to give an approved brand and manufacture and of required shape Forty Four Paisas Only
44 200.0 even shade after thoroughly brushing the surface to remove all dirt and 57.44 Sqm
remains of loose powered materials. (SOR I No 18027 P No 142)
Wall painting (two coats) with plastic emulsion paint of approved brand Rupees Seventy Nine and
and manufacture on undecorated wall surface to give an even shade Twenty Two Paisas Only
45 200.0 including throughly brushing the surface free from mortar droppings and 79.22 Sqm
other foreign matter and sand papered smooth. (SOR I No 18031 P No 143)
Painting one coats ( excluding priming coat ) on previously painted steel Rupees Fifty Four and
and other metal surface with enamel paint to give an even shade including Eighty Nine Paisas Only
cleaning of all dirt, dust and other foreign matter. (SOR I No 19003 P No
Painting two coats (excluding priming coat) on previously painted wood Rupees One Hundred Eight
and wood based surface with enamel paint, to give an even shade including and Three Paisas Only
47 200.0 cleaning the of all dirt, dust andother foreign matter. (SOR I No 19012 P 108.03 Sqm
Finishing wall with weather proof exterior emulsion paint on wall surface Rupees One Hundred
(two coats) to give an required shape even shade after thoroughly brushing Fourteen and Fifty Three
48 200.0 the surface to remove all dirt, and remains of loose powdered materials.etc 114.53 Paisas Only Sqm
complete (SOR I No 19031 P No 147)
Applying two coats of putty & two coats of primer of approved brand and Rupees Forty and Fifty Nine
manufacture on new wall surface to give an even shade including Paisas Only
49 200.0 thoroughly brushing the surface free from mortar dropping and other 40.59 Sqm
foreign matter and sand papered smooth. (SOR I No 19032 P No 148)
Demolition and displosal of unserviceable materrials with all lead and lifts Rupees Six Hundred Nine
50 30.0 (ii) Unreinforced cement concrete. (SOR I No 20001B P No 149) 609.26 and Twenty Six Paisas Only Cmt
Demolition of brick work and stone masonary including stacking of Rupees Five Hundred Fifty
serviceable materials and disposal of unserviceable materials with all lead and Forty Paisas Only
and lift. (ii) In cement mortar. (SOR I No 20003B P No 149)
Dismentalling tiled or stone floors laid in mortar including stacking of Rupees Forty Seven and
52 40.0 serviceable materials and disposal of unserviceable materials with all lead 47.72 Seventy Two Paisas Only Sqm
and lift. (SOR I No 20005 P No 149)
Demolition including stacking of serviceable materilas and disposal of Rupees One Thousand Fifty
53 40.0 unserviceable materials with all lead and lift. (i) R.C.C. work (SOR I No 1057.85 Seven and Eighty Five Paisas Cum
20002 P No 149) Only
Demolition of terrace including stacking of serviceable materil as and Rupees Sixty Three and
54 80.0 disposal of unserviceable materials with all lead and lift.(i) Brick tile 63.63 Sixty Three Paisas Only Sqm
covering. (SOR I No 20004 P No 149)
Dismentling doors, windows, ventilators etc. (wood or steel) shutters Rupees One Hundred
including chowkhats architraves, holdfasts and other attachment etc. Eighty Seven and Seventy
55 25.2 Complete and stacking them within all lead and lift.(i) Not exceeding 3 187.71 One Paisas Only Each
Sq.M. in area. (SOR I No 20013A P No 150)
Providing and fixing 35 mm thick shutters for Doors, windows and Rupees Three Thousand
clearstory windows including anodised alluminium butt hinges with Nine Hundred Forty One
56 12.6 necessary screws.(A) Indian Teak Wood (1) Fully Panelled (SOR I No 3941.37 and Thirty Seven Paisas Only Cu.Dm
Providing and fixing 35 mm thick shutters for Doors, windows and Rupees Three Thousand
clearstory windows including anodised alluminium butt hinges with Five Hundred Ninety Two
necessary screws.(A) Indian Teak Wood (iii) Partly panelled and partly and Seventy Two Paisas Only
glazed. (SOR I No 10004CA P No 86)
Providing and fixing 35 mm thick shutters for Doors, windows and clere Rupees Five Thousand
story windows including Indian teak wood frames 10 cm x 7 cm. size Three Hundred Thirty Eight
including anodized alluminium fixtures and fastenings including primer and Thirty Paisas Only
58 12.6 coat of approved quality and two coats of oil painting etc,complete. (ii) 5338.30 Sqm
Fully Panelled. (SOR I No 10030B P No 91)
Providing and fixing 35 mm thick shutters for Doors, windows and clear Rupees Three Thousand
story windows including anodised alluminium butt hinges with necessary Five Hundred Ninety Two
59 7.6 screws. (A) Indian Teak Wood (iii) Partly panelled and partly glazed. 3592.72 and Seventy Two Paisas Only Sqm
(SOR I No 10004CA P No 86)
Providing and fixing window having extruded aluminum Colour anodized Rupees One Thousand
section frame main outer size 63.50 x 38.10 x 1.95mm, @ Wt 1.094 Kg/ Seven Hundred Thirteen and
Rmt, horizontal two track member size 61.85mm x 31.75mm x 1.20mm @ Seventy Paisas Only
wt. of 0.695Kg / mt, vertical member of size 61.85mm x 31.75mm x 1.30mm
@ wt.of 0.659 Kg / mt with sliding shutters of horizontal member size
40mm x 18mm x 1.29mm @ wt. of 0.456Kg / mt,vertical member of size
60 2.9 40mm x 18mm x 1.29mm @ wt. of 0.456Kg / mt,@ Wt. 0.457Kg / mt with 1713.70 Sqm
5mm thick transparent bronze colour tinted float glass with powder coated
aluminum fittings and fixtures and transparent silicon sealant glass fixing
to frame as per details etc complete for window. (SOR I No 11028 P No 114)
Providing and fixing FRP frame size100 x 50mm and 28mm thick FRP Rupees Two Thousand
depress panel shutter having extra reinforcement on sides & edges in Gel Three Hundred Seventy
coat finish. The core of the shutter & frame is to be filed up with injected Seven and Seventy Six Paisas
fire retardant grade polyurethene foam done in situ along with embedded Only
wooden pieces for stiffening & also taking hinges & fintures. The whole
61 2.5 FRP frame & shutter is to be water proof weather proof, termite proof & 2377.76 Sqm
resistance to mild acid/ alkali. Rates are to be inclusive of S.S hinges with
necessary screws & alluminium fixtures & fastenings & fastener
sleeve.(SOR I No 10037 P No 94)
Providing erecting and fixing double coated ISI water tank of required Rupees Three and Ninety
62 1000.0 capacity each with all necessary fittings and connection etc. complete on 3.95 Five Paisas Only Ltr.
terrace. (SOR I No 22014 P No 168)
Providing and fixing Pre-cast Rubber Dye/Steel dye inter locking concrete Rupees Six Hundred Eighty
block 60mm thick with grade of concrete M300 pneumatic compressed/ Six and Ninety Paisas Only
Vibrated by mechanically pressed and as per approved design confirming
63 60.0 to IS 15658: 2006 including 35 mm Sand layer for levelling and filling the 686.90 Sqm
joint with sand in proper line and level as per guidelines of IRC: SP 63-
2018 etc. complete. (SOR I No 14033 P No 130)
Providing and laying broken china mosaic flooring for terrace using 12 mm Rupees Seven Hundred
to 20 mm broken pieces of glazed tiles to be laid over cement mortar 1:3 to Forty Seven and Twenty
plain or slope and to be tempered to bring mortar creme out upto surface Nine Paisas Only
64 40.0 using white cement including rounding off junctions and extending them 747.29 Sqm
upto 15 cm along the wall,clearing with water and oxalic acid etc. as
directed. (SOR I No 14035 P No 130)
Providing TMT Bar FE 500D reinforcement for R.C.C. work including Rupees Seventy Six and
65 100.0 bending, binding and placing in position complete upto floor two level . 76.21 Twenty One Paisas Only Kg.
(SOR I No 5014C P No 54)
Providing and fixing post and pipe railing as per detailed drawing Rupees One Thousand Two
66 100.0 including 3 coats of painting to steel works complete (SOR I No 27097A P 1202.80 Hundred Two and Eighty Rmt
No 145) Paisas Only
Providing and Fixing 6 mm thick Lexan Polycarbonate multi wall roofing Rupees One Thousand
sheet fixed with hilti screw and rubber silicon sealer and alluminium strip Four Hundred Forty One
67 40.0 of size 50 x 3 mm etc complete as directed by Engineer in charge. (SOR I 1441.90 and Ninety Paisas Only Sqm
Steel work, riveted in built up sections framed work including cutting, Rupees Fifty Eight and
hoisting, fixing in position and applying a priming coat of read lead paint. Nineteen Paisas Only
(A) In beams and joists, channels angles Tees, flats, with connecting plates
68 100.0 or angle cleats as in main and cross beams. Hip and jack rafters, purlins 58.19 Kg.
conneted to common rafters and the like. (SOR I No 11001AA P No 110)
TOTAL ₹
Rupees Twenty Lacs Eighty Two Thousand Eight Hundred Eighty and Fourteen Paisas Only
I / We / am / are willing to carry out the work at________________________________% above / below percent (should be written in figure and
words) of the estimated rates mentioned above. Amount of my / our tender Works out as under.
Estimated Amount Estimated Amount
put to tender Rs. _________ put to tender Rs. _________
Add_______% above Deduct_______% below
Net Rs._________ Net Rs._________
in words ___________ in words ___________
(* Please strike out whichever is not applicable.)
Notes 1:- All work shall be carried out as per Public Works Department Handbook and other specifications of Division or as directed.
GM\W ૧ ov AW]\ H SFD AF\WSFD lJEFUGL 5]l:TSF VG[ l0lJhGGL ALHL BF; lJUT D]HA VYJF ;}RGF 5|DF6[ SZL VF5JFG] \ ZC[X[P
Notes 2:- All the columns is Schedule should be filled in ink and the total of the entries in the last column should be struck by the contractor
under his signature.
GM\W Z ov VG];}lRDF\ AWF BFGFGL lJUTM ;CLYL EZJL VG[ K[<,F BFGFGL GM\WMGM ;ZJF/M SZL SMg8=FS8Z[ 5MTFGL ;CL SZJLP
Deputy Executive Engineer Executive Engineer
Bandhkam Panchayat Sub Division R & B Panchayat Division
Viramgam Ahmedabad
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
RAW_HTML
1.GR to be attached with DTP_SBD_with Index.pdf
1-6-25 Clubing Annual Rate Building.pdf
1-6-25 SBD Annual Rate Building.pdf
1-6-25 Specification Annual Rate.pdf
Empalenment clause.pdf
Schedulee-B-.pdf
Download all tender documents and submit your bid