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Tender Value
₹5.9 L
EMD Value
₹5,880
Closing Date
17 Apr 2026, 6:00 pmClosed
Executive Engineer Panchayat R and B Division Bhuj-Kachchh
CONSTRUCTION OF TOILET AND SHED AT BOYS PRIMARY SCHOOL, VILLAGE KOTDA(ROHA) TA.NAKHATRANA (DMF/PMKKKY/2024-25)(2nd attempt)
293587
02-2026/2027
Open
Civil Works - Buildings
Works
Kutch
7 documents required · 7 mandatory
₹900
Executive Engineer Panchayat R and B Division Bhuj-Kachchh
₹5,880
3 Apr 2026
3 Apr 2026
3 Apr 2026
17 Apr 2026
3 Apr 2026
NAME OF WORK: CONSTRUCTION OF TOILET AND SHED AT BOYS PRIMARY SCHOOL, VILLAGE KOTDA(ROHA) TA.NAKHATRANA (DMF/PMKKKY/2024-25)
It.No. Estimated Item Rate In Unit Amount
Quantity may be Figure Words
1 15.44 Excavation for foundation up to 1.5 M. depth including sorting out and stacking of useful materials and 157.33 Rupees One Hundred Cmt.
disposing of the excavated stuff upto 50 M. lead.Dense or Hard soil. Fifty Seven And Paise
2 4.31 Providing and laying cement concrete 1:3:6 (1-Cement : 3- coarse sand : 6- hand broken stone 3095.25 Rupees Three Thousand Cmt.
aggregates 40 mmnominal size) and curing complete excluding cost of formwork in (A) Foundation and Ninety Five And Paise
Plinth Twenty Five Only
3 3.34 Providing and laying ordinary cement conctere M20 (1cement :1.5coarse sand:3 stone agg.20mm 4730.99 Rupees Four Thousand Cmt.
nominal size) and curing comp.incl.cost of form work but excl.the cost of reinforcement for reinforced Seven Hundred Thirty
concrete work in foundation,footing base of columns and mass concrete work etc comp. And Paise Ninety Nine
4 3.40 Uncoursed rubble masonary with hard stone of approved quality in foundation and plinth in cement 2628.91 Rupees Two Thousand Six Cmt.
mortar 1:5 (1cement : 5 course sand) etc. complete. Hundred Twenty Eight
And Paise Ninety One
5 1.60 Providing and laying ordinary cement conctere M20 ( 1 cement: 1.5 coarse sand :3 graded stone agg. 9062.91 Rupees Nine Thousand Cmt.
20mm nominal size )and finishing smooth with curing comp.incl.cost of form work but excl.the cost of Sixty Two And Paise
reinforcement.for R.C.C.work in Column having cross sectoinal area 0.12 to 0.18 Sq.M.G.F. Ninety One Only
6 2.60 Providing and Laying ordinary cement concrete M-20 1:1.5:3 (1-Cement 1.5-Coarse sand 3-Graded stone 6948.11 Rupees Six Thousand Cmt.
agg. 20mm nominal size) and finishing but excl. the cost of reinfor RCC work in Beam having C/S area Nine Hundred Forty Eight
0.12 to 0.18 sq. mt. G.F. And Paise Eleven Only
7 5.40 Filling in plinth with sand under floors including watering ramming,consolidating and dressing etc. comp. 481.80 Rupees Four Hundred Cmt.
Eighty One And Paise
8 5.60 Precast concrete block masonry (including quoin blocks jamb blocks closer etc.) with solid concrete 4053.69 Rupees Four Thousand Cmt.
blocks of approved size made of cement concrete 1:3:6 mix (1 Cement : 3 coarse sand: 6- graded stone Fifty Three And Paise
aggregates of 20 mm and down grade) in superstructue above plinth upto floor two level. mortar 1:6 Sixty Nine Only
9 7.00 Precast concrete block masonry in partition walls 10 cm. thick with solid block of approved size 676.85 Rupees Six Hundred Smt.
(including quion blocks Jamb blocks closer etc.) made of C.C.1:3:6 (1- Cement : 3- coarse sand : 6 graded Seventy Six And Paise
stone aggregates 20 mm and down grade) (A) in C.M. 1:4. Eighty Five Only
10 0.24 Providing and laying ordinary cement conctere M20 (1 cement :1.5 coarse sand:3 stone agg.20mm 4712.58 Rupees Four Thousand Cmt.
nominal size) and curing comp.incl.cost of form work in sill and sides (R.C.C.Band) but.excl.the cost of Seven Hundred Twelve
reinforcement. (R.C.C.Band) And Paise Fifty Eight Only
11 0.40 Providing and laying ordinary cement conctere M20 (1 cement :1.5 coarse sand:3 stone agg.20mm 6998.26 Rupees Six Thousand Cmt.
nominal size) for reinforced concrete chajjas not excedding 10cm. thickness upto floor two level Nine Hundred Ninety
including finishing the exposed surfaces with cement mortar 1:3 (1Cement : 3 fine sand) to gove a Eight And Paise Twenty
smooth surface centering and form work and curing complete excluding cost of reinforcement. Six Only
It.No. Estimated Item Rate In Unit Amount
Quantity may be Figure Words
12 1.49 Providing and laying ordinary cement conctere M20 (1 cement :1.5 coarse sand:3 stone agg.20mm 7824.08 Rupees Seven Thousand Cmt.
nominal size) and finishing smooth with curing etc. complete including the cost of form work Eight Hundred Twenty
butexcluding the cost of reinforcement for R.C.C. work in Slabs having more than 10 cm & :upto 13 cm Four And Paise Eight Only
13 612.60 Providing TMT Bar FE 500/500D reinforcement for R.C.C. work including bending, binding and placing in 77.29 Rupees Seventy Seven Kg.
position complete upto floor two level. And Paise Twenty Nine
14 3.20 Providing and fixing FRP frame size 100 x 50 mm and 28 mm thick FRP shutter with dEPRESSED panel 2377.76 Rupees Two Thousand Smt.
SHUTTER having extra reinforcement on sides and edges and in GEL coat finish. The core of shutter is to Three Hundred Seventy
be filled up with injected fibre extinguishing grade polyurathane foam done in situ along with embedded Seven And Paise Seventy
wooden pieces for stiffening and also for taking hinges and fixtures. The whole FRP frame and shutter is Six Only
to be water proof, weatherproof, termite proof and resistance to mild acid / Alkali resistance including
S.S. hinges with necessary screws and alluminum fixtures and fastening.
15 0.80 Providing and fixing standared extruded of alluminium section of size 63mm x 38.10mm x 1.2mm , @ 1175.56 Rupees One Thousand Smt.
Wt. 0.643 Kg/mt with colour Powder Coated alluminium frame for ventilation with 5 mm thick frosted One Hundred Seventy
glass as details etc complete for Ventilation. Five And Paise Fifty Six
16 11.90 Providing 10mm. thick cement plaster in single coat on fair side Brick/concrete walls for interior 135.47 Rupees One Hundred Smt.
plastering upto floor two level and finished even and smooth in :C.M.1:3 (1cement:3sand) finishing Thirty Five And Paise
plaster in single coat on ceiling and sofits of stairs upto floor two level and finished even and smooth. Forty Seven Only
17 59.40 20mm. thick sand faced cement plaster on walls upto height 10meters above ground level consisting of 315.69 Rupees Three Hundred Smt.
12mm. thick backing coat of c.m. 1:3 (1cement : 3 sand) and 8mm. thick finishing coat of c.m. 1:1 Fifteen And Paise Sixty
(1cement : 1 sand) etc. complete. Nine Only
18 22.20 Providing and laying white glazed tiles 6mm thick in flooring treads of steps and landing laid on a bed of 963.12 Rupees Nine Hundred Smt.
12mm thick cement mortar 1:3 (1-cement : 3-coarse sand ) finishing with flush pointing in white cement. Sixty Three And Paise
19 45.10 Providing and laying white glazed tiles 6mm thick in skrting risers of steps and dedo on 10mm thick 1127.48 Rupees One Thousand Smt.
cement plaster 1:3 (1-cement : 3-coarse sand) and jointed with white cement slurry. One Hundred Twenty
Seven And Paise Forty
It.No. Estimated Item Rate In Unit Amount
Quantity may be Figure Words
20 59.40 Finishing wall with water proffing cement paint of on wall surface (two coats) to give an approved brand 93.70 Rupees Ninety Three And Smt.
and manufature and of required shape even shade after thoroughly brushing the surface to remove all Paise Seventy Only
dirt and remains of loose powdered materials.[SOR 2024-25 I.C.no.18027+18028,I.No.18.51+18.53
21 11.90 Wall painting (three coats) with plastic emulsion paint of approved brand and manufacture on 167.51 Rupees One Hundred Smt.
undecorated wall surface to give an even shade including throughly brushing the surface free from Sixty Seven And Paise
mortar droppings and other foreign matter and sand papered smooth.including applying two coats of Fifty One Only
Birla or Asian acrylic lapy ( putty) & two coats of primer of approved brand and manufacture on new
wall surface to give an even shade including thoroughly brushing the surface free from mortar dropping
and other foreign matter and sand papered smooth.
22 3.00 Providing and fixing to wall ceiling and floor 10.0 Kg. F/Cm2 working pressure poluthene pipes of the 280.23 Rupees Two Hundred Rmt.
following outside Dia. Low densidy, complete with special falnge compression type fittings, wall clipsetc. Eighty And Paise Twenty
including making good the wall ceiling and floor.75 mm for rain water Three Only
23 10.80 Providing laying and jointing in true line and level 15mm dia. U.P.V.C. Pipe ( SCH- 40) for cold water 72.65 Rupees Seventy Two And Rmt.
including fittings as approved by Engineer In Charge. Pipe shall be fixed on the wall with the help of Paise Sixty Five Only
clamp at every two metre C/C or shall be concealed as directed including necessary fittings etc.
including testing of pipe and joints and fixing the same with adhesive solvent, including cost of all
24 7.20 Providing laying and jointing in true line and level 25mm dia. U.P.V.C. Pipe ( SCH- 40) for cold water 91.84 Rupees Ninety One And Rmt.
including fittings as approved by Engineer In Charge. Pipe shall be fixed on the wall with the help of Paise Eighty Four Only
clamp at every two metre C/C or shall be concealed as directed including necessary fittings etc. including
testing of pipe and joints and fixing the same with adhesive solvent, including cost of all materials.
25 7.20 Providing, laying and jointing in true line and level 110 diametre U.P.V.C (Type B) conforming to IS 876.90 Rupees Eight Hundred Rmt.
13592-1992 with one end plain and other end socketed with rubber ring, & fittings conforming to ISI Seventy Six And Paise
14735-1999 of approved make for drainage system pipe line, pipe shall be jointed with each other with Ninety Only
rubber lubricant, pipe shall be fixed on wall using of PVC clamp of the size 110 mm diametre x 149 mm
length x 145 mm heigh at every 2000 mm center to center or shall be concealed in walls as directed
including necessary fittings such as bends, shoes etc. including testing of pipes and joints and jointed
with adhesive solvent cement including cost of all materials. Rain Water Pipe
26 2.00 Providing and fixing washbasin with single hole for pillar tap with C.I. or M.S. brackets, C.P. brass waste, 1702.75 Rupees One Thousand Rmt.
waste pipe, painted white including sutting holes and making good the same but excluding fittings.(A) Seven Hundred Two And
Vitreous China:(ii) Flat Back washbasin 550 mm x v 400mm size. (i) In white colour. Paise Seventy Five Only
27 500.00 Providing erecting and fixing double coated ISI water tank of required capacity each with all necessary 3.95 Rupees Three And Paise Ltr.
fittings and connection etc. complete on terrace Ninety Five Only
28 2.00 Providing and fixing PVC SWR Nahni trap IS 14735 for drain - 100 mm diameter with jali of the following 586.27 Rupees Five Hundred Rmt.
nominal diameter of self cleansing design with C.I scread down or hinged grating including the cost of Eighty Six And Paise
cutting and making good the walls. Twenty Seven Only
It.No. Estimated Item Rate In Unit Amount
Quantity may be Figure Words
29 2.00 Providing and fixing pillar tap, capstan head, screw down high pressure with screws, shanks and back 308.73 Rupees Three Hundred Each
nuts. (i) 15mm dia. Eight And Paise Seventy
30 2.00 Providing and fixing screw down bib taps of following size : (B) Brass chromium plated screw down bib 186.83 Rupees One Hundred Each
tap (I) 15mm. dia. Eighty Six And Paise
Eighty Three Only
31 2.00 Providing and fixing water closet squatting pan (Indian type W.C. pan) size 580mm. (Earth work, Bed 1319.53 Rupees One Thousand Each
concrete foot rests and trap to be measured and paid for separately) (i) Long patter white colour with Three Hundred Nineteen
100mm size P or S trap for water closet squatting pan including jointing the trap with the pan and soil And Paise Fifty Three
pipe in cement Mortar 1:1 (1-Cement : 1-Fine sand)(A) Vitreous China. Only
32 1.00 Providing sock pit of 2.0 Cu.mt. volume incl -uding excavating and filling brick bats with dry masonary 1281.41 Rupees One Thousand Each
work at top for 45cm. height including covering the top with stone including providing vatas in cm. 1:3 Two Hundred Eighty One
with finishing curing etc.complete as directed. And Paise Forty One Only
33 23.50 Steel work, riveted in built up sections framed work including cutting, hoisting, fixing in position and 6747.08 Rupees Six Thousand Qtl.
applying a priming coat of read lead paint. (D) In trussses and trussed purlins, upto 25 M. span and 15 M Seven Hundred Forty
ovarall height. (upto 10 ton) Seven And Paise Eight
34 183.06 Providing corrugated G.I. sheet of (Tata or Jindal brand) roofing fixed with glavanished iron J or L Hooks, 734.19 Rupees Seven Hundred Smt.
Bolts and nuts 8mm diameter with bitumen and G.I. limpet washer or G.I. limpet washer. filled with Thirty Four And Paise
white lead complete excluding the cost of purlins, Rafters and Trusses.(1) 0.80mm thick sheet. (upto 10 Nineteen Only
Rupees Five Lakh(s) Eighty Seven Thousand Seven Hundred Seventy Six And Paise Eighty Three Only
I/We am/are willing to carry out the work @............... % above/below ( Percent should be written in figures and
words ) The tendered amount mentioned above amount of my /our tender works out as under
Estimated amount put to tender Rs.587776.83 Estimated amount put to tender Rs.587776.83
Add ……...% above Rs…………………. Deduct ……...% Below Rs………………….
(Please strike out which ever is not applicable )
1 All work shall be carried out as per public works department handbook and other specifications of division or as directed.
2 Rates quoted inclusive of clearance of sight (prior to commencement of work and at its close) in all respect
and hold good for work under all conditions , sight, moisture, weather etc
3 one percent labor cess will be deducted from the valued work done as per ' Bulding and other construction
work welfare cess act' G.R. No. GHR - 2005/04/CWA/2004/841/M-3 Dt. 31/01/2005
Executive Engineer,
Signature of the Contractor. Panchayat R & B Division.
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details.html
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GRs.pdf
Electric Specification.pdf
ITEM WISE SPECIFICATIONS FOR CIVIL WORK.pdf
SCH-B.pdf
SCHEDULE FOR TESTING OF MATERIALS.pdf
Speci Index.pdf
SPECIFICATIONS.pdf
Testing.pdf
Work List.pdf
SBD KOTDA ROHA.pdf
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