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Tender Value
₹5.0 L
EMD Value
₹5,040
Closing Date
17 Apr 2026, 6:00 pmClosed
Executive Engineer Panchayat R and B Division Bhuj-Kachchh
CONSTRUCTION OF COMMUNITY HALL AT COMMON PLOT AT RAJGORVAS, VILLAGE BHITARA TA.NAKHATRANA (DMF/PMKKKY/2024-25)(2nd attempt)
293581
02-2026/2027
Open
Civil Works - Buildings
Works
Kutch
7 documents required · 7 mandatory
₹900
Executive Engineer Panchayat R and B Division Bhuj-Kachchh
₹5,040
3 Apr 2026
3 Apr 2026
3 Apr 2026
17 Apr 2026
3 Apr 2026
NAME OF WORK:CONSTRUCTION OF COMMUNITY HALL AT COMMON PLOT AT RAJGORVAS, VILLAGE BHITARA TA.NAKHATRANA (DMF/PMKKKY/2024-25)
It.No. Estimated Item Rate In Unit Amount
Quantity may be Figure Words
1 40.10 Excavation for foundation up to 1.5 M. depth including sorting out and stacking of useful materials and 157.33 One Hundred Fifty Seven Cmt.
disposing of the excavated stuff upto 50 M. lead.Dense or Hard soil. Rupees and Thirty Three
2 8.30 Providing and laying cement concrete 1:3:6 (1-Cement : 3- coarse sand : 6- hand broken stone 3095.25 Three Thousand Ninety Cmt.
aggregates 40 mmnominal size) and curing complete excluding cost of formwork in (A) Foundation and Five Rupees and Twenty
Plinth Five Paisa
3 9.80 Providing and laying ordinary cement conctere M20 (1cement :1.5coarse sand:3 stone agg.20mm 4730.99 Four Thousand Seven Cmt.
nominal size) and curing comp.incl.cost of form work but excl.the cost of reinforcement for reinforced Hundred Thirty Rupees
concrete work in foundation,footing base of columns and concrete work etc comp. and Ninety Nine Paisa
4 4.70 Uncoursed rubble masonary with hard stone of approved quality in foundation and plinth in cement 2628.91 Two Thousand Six Cmt.
mortar 1:5 (1cement : 5 course sand) etc. complete. Hundred Twenty Eight
Rupees and Ninety One
5 2.86 Providing and laying ordinary cement conctere M20 ( 1 cement: 1.5 coarse sand :3 graded stone agg. 9062.91 Nine Thousand Sixty Two Cmt.
20mm nominal size )and finishing smooth with curing comp.incl.cost of form work but excl.the cost of Rupees and Ninety One
reinforcement.for R.C.C.work in Column having cross sectoinal area 0.12 to 0.18 Sq.M.G.F. Paisa
6 4.10 Providing and Laying ordinary cement concrete M-20 1:1.5:3 (1-Cement 1.5-Coarse sand 3-Graded stone 6948.11 Six Thousand Nine Cmt.
agg. 20mm nominal size) and finishing but excl. the cost of reinfor RCC work in Beam having C/S area Hundred Forty Eight
0.12 to 0.18 sq. mt. G.F. Rupees and Eleven Paisa
7 7.50 Filling in plinth with sand under floors including watering ramming,consolidating and dressing etc. comp. 481.80 Four Hundred Eighty One Cmt.
Rupees and Eighty Paisa
8 7.60 Precast concrete block masonry (including quoin blocks jamb blocks closer etc.) with solid concrete 4053.69 Four Thousand Fifty Cmt.
blocks of approved size made of cement concrete 1:3:6 mix (1 Cement : 3 coarse sand: 6- graded stone Three Rupees and Sixty
aggregates of 20 mm and down grade) in superstructue above plinth upto floor two level. mortar 1:6 Nine Paisa
9 0.30 Providing and laying ordinary cement conctere M20 (1 cement :1.5 coarse sand:3 stone agg.20mm 4712.58 Four Thousand Seven Cmt.
nominal size) and curing comp.incl.cost of form work in sill and sides (R.C.C.Band) but.excl.the cost of Hundred Twelve Rupees
reinforcement. (R.C.C.Band) and Fifty Eight Paisa
10 0.50 Providing and laying ordinary cement conctere M20 (1 cement :1.5 coarse sand:3 stone agg.20mm 10589.02 Ten Thousand Five Cmt.
nominal size) and curing comp.incl.cost of form work in sill and sides for R.C.C Lintel incl. Finishing Hundred Eighty Nine
smooth with curing comp.incl.cost of form work but.excl.the cost of reinforcement. (R.C.C.Band) Rupees and Two Paisa
It.No. Estimated Item Rate In Unit Amount
Quantity may be Figure Words
11 0.40 Providing and laying ordinary cement conctere M20 (1 cement :1.5 coarse sand:3 stone agg.20mm 6998.26 Six Thousand Nine Cmt.
nominal size) for reinforced concrete chajjas not excedding 10cm. thickness upto floor two level Hundred Ninety Eight
including finishing the exposed surfaces with cement mortar 1:3 (1Cement : 3 fine sand) to gove a Rupees and Twenty Six
smooth surface centering and form work and curing complete excluding cost of reinforcement. Paisa
12 2.50 Providing and laying ordinary cement conctere M20 (1 cement :1.5 coarse sand:3 stone agg.20mm 7824.08 Seven Thousand Eight Cmt.
nominal size) and finishing smooth with curing etc. complete including the cost of form work Hundred Twenty Four
butexcluding the cost of reinforcement for R.C.C. work in Slabs having more than 10 cm & :upto 12 cm Rupees and Eight Paisa
13 1376.30 Providing TMT Bar FE 500/500D reinforcement for R.C.C. work including bending, binding and placing in 77.29 Seventy Seven Rupees Kg.
position complete upto floor two level and Twenty Nine Paisa
14 6.40 Providing and laying Mirror polished Black Granite stone slab 18 mm (Average) thick for Door Frame 2845.17 Two Thousand Eight Smt.
and Windows jams and cills as per design incl. full moulded round front edge and laid on 20 mm thick Hundred Forty Five
cement mortar 1:6 (1 -cement : 6 coarse sand ) jointed with grey cement slurry including Rupees and Seventeen
rubbing and polishing etc. complete Paisa
15 4.40 Providing and fixing 35 mm thick shutters for Doors, windows and clerestory windows including Indian 5338.30 Five Thousand Three Smt.
teak wood frames 10 cm x 7 cm. size including black enamelled iron oxidised fixtures and fastenings Hundred Thirty Eight
including primer coat of approved quality and two coats of oil painting etc, complete. (ii) Fully Panelled. Rupees and Thirty Paisa
16 7.60 Providing and fixing window having extruded aluminum Colour anodized section frame main outer size 1713.70 One Thousand Seven Smt.
63.50 x 38.10 x 1.95 mm(of Jindal Section no:4605,@ Wt 1.094 Kg / Rmt), horizontal two track member Hundred Thirteen Rupees
size 61.85 mm x 31.75 mm x 1.20mm (of Jindal Section no: 8687 @ wt.of 0.695 Kg/mt), vertical member and Seventy Paisa
of size 61.85 mm x 31.75mm x 1.30 mm (of Jindal Section no:8758 @ wt.of 0.0.659 Kg/mt) with sliding
shutters of horizontal member size 40mm x 18mm x 1.29mm (of Jindal Section no:8949 @ wt.of
0.456Kg/mt), vertical member of size 40mm x 18mm x 1.29mm (of Jindal Section no:8947 @ wt.of
0.456Kg/mt/ Section 8948, @ Wt. 0.457 Kg/mt) with 5 mm 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.
17 113.40 Providing and fixing M.S. grills of required pattern to wooden frames of windows etc. with M.S. flats at 109.08 One Hundred Nine Kg.
required spacings and frame alround, square or round bars with round headed bolts and nuts or by Rupees and Eight Paisa
screws. (A) Plain Grill.
18 16.60 Providing 10mm. thick cement plaster in single coat on fair side Brick/concrete walls for interior 135.47 One Hundred Thirty Five Smt.
plastering upto floor two level and finished even and smooth in :C.M.1:3 (1cement:3sand) finishing Rupees and Forty Seven
plaster in single coat on ceiling and sofits of stairs upto floor two level and finished even and smooth Paisa
19 48.00 Providing 15mm. thick cement plaster in single coat on fair side Brick/concrete walls for interior 180.40 One Hundred Eighty Smt.
plastering upto floor two level and finished even and smooth in :C.M.1:3 (1cement:3sand) with 1x1 cm Rupees and Forty Paisa
It.No. Estimated Item Rate In Unit Amount
Quantity may be Figure Words
20 102.00 20mm. thick sand faced cement plaster on walls upto height 10meters above ground level consisting of 315.69 Three Hundred Fifteen Smt.
12mm. thick backing coat of c.m. 1:3 (1cement : 3 sand) and 8mm. thick finishing coat of c.m. 1:1 Rupees and Sixty Nine
(1cement : 1 sand) etc. complete. Paisa
21 18.50 P & L 24" x 24" vitrified 8 mm thick tile flooring over 20mm (average) base of cement mortar 1:6 ( 1 1476.54 One Thousand Four Smt.
cement: 6 coarse sand) on new surface or fixing on existing flooring by adhesive material including Hundred Seventy Six
dismentaling of existing flooring and jointed with color cement slurry includingfinised with flush pointing Rupees and Fifty Four
& cleaning the surface etc.complete for light shade Paisa
22 102.00 Finishing wall with water proffing cement paint of on wall surface (two coats) to give an approved brand 93.70 Ninety Three Rupees and Smt.
and manufature and of required shape even shade after thoroughly brushing the surface to remove all Seventy Paisa
dirt and remains of loose powdered materials.
23 64.60 Wall painting (three coats) with plastic emulsion paint of approved brand and manufacture on 167.51 One Hundred Sixty Seven Smt.
undecorated wall surface to give an even shade including throughly brushing the surface free from Rupees and Fifty One
mortar droppings and other foreign matter and sand papered smooth.including applying two coats of Paisa
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.
24 20.00 Providing and laying white glazed tiles 6mm thick in flooring treads of steps and landing laid on a bed of 963.12 Nine Hundred Sixty Three Smt.
12mm thick cement mortar 1:3 (1-cement : 3-coarse sand ) finishing with flush pointing in white cement. Rupees and Twelve Paisa
25 8.00 Providing and fixing to wall ceiling and floor 10.0 Kg. F/Cm2 working pressure poluthene pipes of the 280.23 Two Hundred Eighty Rmt.
following outside Dia. Low densidy, complete with special falnge compression type fittings, wall clipsetc. Rupees and Twenty Three
including making good the wall ceiling and floor.75 mm for rain water Paisa
26 6.00 Point wiring for Light / Fan/ Bell/ Primary Point with 2-1.5 sq. mm & earthwire of 1.5 sq. mm (green) 384.00 Three Hundred Eighty Pt.
both are of ISI marked 1.1 kv grade FRLS PVC insulated multistrand copper wires, in following type of Four Rupees and No Paisa
pipe to be erected concealed in /flushed on wall/ceiling , complete with 6A Tissino Type ISI marked flush
type switch / bell push and accessories erected on Metal / PVC Box covered with 3 mm thick
PC(Polycarbonet) /Acrylic sheet. with necessary Lamp holder/ceiling rose / H.D.Connector as directed.
(a) with medium class Rigid PVC pipe and accessories
27 4.00 Point wiring for LOOPED PLUG with tissino type single pole ISI marked Switch and Socket erected with 71.00 Seventy One Rupees and Pt.
necessary connections erected on wooden /Metal/ PVC Box covered with 3 mm thick PC(Polycarbonet) No Paisa
/Acrylic sheet for open / concealed wiring for following size. [A] For 6 Amp.
28 5.00 Mains with 1.1 KV grade FRLS PVC insulated ISI marked stranded Copper conductor wire in following 62.00 Sixty Two Rupees and No Rmt
type of pipe to be erected concealed in /flushed on wall/ceiling, with 1.5 sq. mm copper conductor FRLS Paisa
PVC insulated stranded wire of green colour for earth continuity of following size (a) with medium class
Rigid PVC pipe and accessories (a) 2 wire 1.5 sq. mm
29 4.00 Mains with 1.1 KV grade FRLS PVC insulated ISI marked stranded Copper conductor wire in following 80.00 Eighty Rupees and No Rmt
type of pipe to be erected concealed in /flushed on wall/ceiling, with 1.5 sq. mm copper conductor FRLS Paisa
PVC insulated stranded wire of green colour for earth continuity of following size (a) with medium class
Rigid PVC pipe and accessories (a) 2 wire 2.5 sq. mm
It.No. Estimated Item Rate In Unit Amount
Quantity may be Figure Words
30 1.00 Providing & Erecting following Shockproof tissino type accessories erected on 3 mm thick PC 105.00 One Hundred Five Rupees Ea
(Polycarbonate) sheet in PVC/ Metal Box. erected on wall/ ceiling.(5) One no Single pole 16 A Switch & and No Paisa
One no 6A/16 A Universal Socket combined.
31 1.00 Providing & Erecting following Shockproof tissino type accessories erected on 3 mm thick PC 139.00 One Hundred Thirty Nine Ea
(Polycarbonate) sheet in PVC/ Metal Box. erected on wall/ ceiling.(6) One no Single pole 16 A Switch & Rupees and No Paisa
One no 6A/16 A Universal Socket combined with indicator & fuse
32 2.00 Providing & Erecting following Shockproof tissino type accessories erected on 3 mm thick PC 18.00 Eighteen Rupees and No Ea
(Polycarbonate) sheet in PVC/ Metal Box. erected on wall/ ceiling (7) Bakelite ceiling, rose Paisa
33 2.00 Providing & Erecting following Shockproof tissino type accessories erected on 3 mm thick PC 23.00 Twenty Three Rupees and Ea
(Polycarbonate) sheet in PVC/ Metal Box. erected on wall/ ceiling (8) Bakelite lamp holder No Paisa
34 1.00 providing and erecting Approved make Double Pole Plastic Switch and fuse 250V., 30A confirming to IS 150.00 One Hundred Fifty Ea
erected on Polished wooden block as directed. Rupees and No Paisa
35 1.00 Supplying KITKAT pattern porcelain cut-out with base of following current capacity erected on existing 30.00 Thirty Rupees and No Ea
block board. (i) 16 A. 250 V . Paisa
36 1.00 providing and erecting Miniature circuit breaker single pole 6A to 25A suitable to operate on 240 V A.C. 130.00 One Hundred Thirty Ea
system and having breaking capacity 10 KA to be erected in existing box. confirming to IS 8828/1996 Rupees and No Paisa
37 1.00 Providing & erecting 240 V MCB double pole switch for lighting Load (B Curve) having 10 KA breaking 350.00 Three Hundred Fifty Ea
capacity & confirms to IS : 8828 in existing box having following capacity (A) 6 to 32 Amp. Cat-III Rupees and No Paisa
38 1.00 Providing and erecting Sheet Steel powder coated MCB distribution board - flush / surface mounted 414.00 Four Hundred Fourteen Ea
fitted with busbar, neutral link, earth bar and DIN rail, confirming to IS 13032 and BS 5486-1986 without Rupees and No Paisa
MCB to house appropriate nos. of MCBs.(The DBs should be used of same company of MCB to be used)
(A) Single phase 4 way single door
39 1.00 Approved make ELCBs / RCCBs conforming to IS: 12640 and having sensitivity of 30 mA and Short Circuit 2300.00 Two Thousand Three Ea
withstand capacity of 6 KA and suitable for operation on single phase 240 V. having characteristic of Hundred Rupees and No
quick action & tripping with all advance feature & do not incorporate any electronic component. for Paisa
following Max. rating erected as directed (i) 25 Amps.DP Cat. III
40 1.00 Providing and erecting Annealed bare Copper wire 8 to 16 SWG. 928.00 Nine Hundred Twenty kg
Eight Rupees and No
41 1.00 Pipe type earthing having 150 cms.long and 2.5 cms. dia. galvanised iron pipe with coupling and buch 1430.00 One Thousand Four Eah
buried in specially prepared earth pit complete with necessary 8 SWG earth wire.Including using salt and Hundred Thirty Rupees
charcoal / coke as required for pipe type earthing. and Cast iron earth plate size 30 X 30 X 0.35 cms. and No Paisa
buried in specially prepared 2.5 Mtr. deep earth pit complete with necessary G.I. strip in G.I. pipe 2 Mtr.
long with coupling and G.I. plug for earthing of switch gear, conduit run or power plug etc.
42 2.00 Supplying & erecting fan hook box of 10 mm M.S. round bar bounded to the RCC bars up to 50mm 125.00 One Hundred Twenty Each
length each side and pierced through a 16 Gauge M.S. box / Heavy Duty PVC box complete erected Five Rupees and No Paisa
concealed in Ceiling with necessary finishing.
It.No. Estimated Item Rate In Unit Amount
Quantity may be Figure Words
Five Hundred Three Thousand Nine Hundred Fourteen Rupees and Forty Paisa
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.503914.40 Estimated amount put to tender Rs.503914.40
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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