CONSTRUCTION OF METAL SHED AND COMMUNITY HALL ,PEVAR BLOCKS, WORKS AT MOTI CHER VILLAGE IN LAKHPAT TALUKA (VVP-2/2025-26)

NAME OF WORK: CONSTRUCTION OF METAL SHED AND COMMUNITY HALL ,PEVAR BLOCKS,CAMPOUND WALL WORKS

AT MOTI CHER IN LAKHPAT TALUKA (VVP-2/2025-26)

It.No. Estimated Item Rate In Unit Amount

Quantity Figure Words

1 13.10 Excavation for foundation up to 1.5 M. depth including sorting out and 157.33 One Hundred Fifty Seven Cmt.

stacking of useful materials and disposing of the excavated stuff upto 50 M. Rupees and Thirty Three

lead.Dense or Hard soil. Paisa

2 8.70 Providing and laying cement concrete 1:3:6 (1 Cement : 3 coarse sand : 6 3095.25 Three Thousand Ninety Cmt.

hand broken stone aggregates 40m.m. nominal size) and curring complete Five Rupees and Twenty

excluding cost of form work in foundation and plinth.: Five Paisa

3 11.60 Providing and laying ordinary cement conctere M20 (1cement :1.5coarse 4794.14 Four Thousand Seven Cmt.

sand:3 stone agg.20mm nominal size) and curing comp.incl.cost of form Hundred Ninety Four

work but excl.the cost of reinforcement for reinforced concrete work in Rupees and Fourteen

foundation,footing base of columns and mass concrete work etc comp.(R.A.1) Paisa

4 10.19 Uncoursed rubble masonary with hard stone of approved quality in 2628.91 Two Thousand Six Cmt.

foundation and plinth in cement mortar 1:5 (1cement : 5 course sand) etc. Hundred Twenty Eight

complete. Rupees and Ninety One

5 2.99 Providing and laying ordinary cement conctere M20 ( 1 cement: 1.5 coarse 9062.91 Nine Thousand Sixty Two Cmt.

sand :3 graded stone agg. 20mm nominal size )and finishing smooth with Rupees and Ninety One

curing comp.incl.cost of form work but excl.the cost of reinforcement.for Paisa

R.C.C.work in Column having cross sectoinal area 0.12 to 0.18 Sq.M.G.F.

6 9.33 Providing and Laying ordinary cement concrete M-20 1:1.5:3 (1-Cement 1.5- 6948.11 Six Thousand Nine Cmt.

Coarse sand 3-Graded stone agg. 20mm nominal size) and finishing but excl. Hundred Forty Eight

the cost of reinfor RCC work in Beam having C/S area 0.12 to 0.18 sq. mt. Rupees and Eleven Paisa

7 21.90 Filling in plinth with sand under floors including watering 481.80 Four Hundred Eighty One Cmt.

ramming,consolidating and dressing etc. comp. Rupees and Eighty Paisa

8 11.12 Masonary work using Aerated light weight concrete block having crushing 4598.92 Four Thousand Five Cmt.

strength not less than 35 kg/sqcm for super structure above plinth level upto Hundred Ninety Eight

floor two level in cement mortar 1:5 ( 1 cement : 5 fine sand ) complete as Rupees and Ninety Two

per Technical Specification Paisa

9 0.48 Providing and laying ordinary cement conctere M20 (1 cement :1.5 coarse 4712.58 Four Thousand Seven Cmt.

sand:3 stone agg.20mm nominal size) and curing comp.incl.cost of form Hundred Twelve Rupees

work in sill and sides (R.C.C.Band) but.excl.the cost of reinforcement. and Fifty Eight Paisa

10 0.77 (R.C.C.Band)

Providing and laying ordinary cement conctere M20 (1 cement :1.5 coarse 10589.02 Ten Thousand Five Cmt.

sand:3 stone agg.20mm nominal size) and curing comp.incl.cost of form Hundred Eighty Nine

work in sill and sides for R.C.C Lintel incl. Finishing smooth with curing Rupees and Two Paisa

comp.incl.cost of form work but.excl.the cost of reinforcement. (R.C.C.Band)

11 0.14 Providing and laying ordinary cement conctere M20 (1 cement :1.5 coarse 6998.26 Six Thousand Nine Cmt.

sand:3 stone agg.20mm nominal size) for reinforced concrete chajjas not Hundred Ninety Eight

excedding 10cm. thickness upto floor two level including finishing the Rupees and Twenty Six

exposed surfaces with cement mortar 1:3 (1Cement : 3 fine sand) to gove a Paisa

smooth surface centering and form work and curing complete excluding cost

12 6.51 of reinforcement.

Providing and laying ordinary cement conctere M20 (1 cement :1.5 coarse 7824.08 Seven Thousand Eight Cmt.

13 3185.00 Providing TMT Bar FE 500/500D reinforcement for R.C.C. work including 77.29 Seventy Seven Rupees Kg.

14 3.12 Providing and fixing 35 mm thick shutters for Doors, windows and clerestory 5338.30 Five Thousand Three Smt.

15 7.20 Providing and fixing window having extruded aluminum Colour anodized 1713.70 One Thousand Seven Smt.

16 49.00 Providing 10mm. thick cement plaster in single coat on fair side 135.47 One Hundred Thirty Five Smt.

17 70.00 Providing 15mm. thick cement plaster in single coat on fair side 180.40 One Hundred Eighty Smt.

18 80.00 20mm. thick sand faced cement plaster on walls upto height 10meters above 315.69 Three Hundred Fifteen Smt.

19 52.20 P & L 24" x 24" vitrified 8 mm thick tile flooring over 20mm (average) base of 1476.54 One Thousand Four Smt.

20 80.00 Finishing wall with water proffing cement paint of on wall surface (two 93.70 Ninety Three Rupees and Smt.

21 119.00 Wall painting (three coats) with plastic emulsion paint of approved brand 167.51 One Hundred Sixty Seven Smt.

22 49.00 Providing and laying broken chine mosaic flooring for terrace using 12 779.70 Seven Hundred Seventy Smt.

23 13.20 Providing and fixing to wall ceiling and floor 10.0 Kg. F/Cm2 working pressure 280.23 Two Hundred Eighty Rmt.

24 24.00 Point wiring for Light / Fan/ Bell/ Primary Point with 2-1.5 sq. mm & 384.00 Three Hundred Eighty Pt.

earthwire of 1.5 sq. mm (green) both are of ISI marked 1.1 kv grade FRLS Four Rupees and No Paisa

PVC insulated multistrand copper wires, in following type of 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

25 8.00 Point wiring for LOOPED PLUG with tissino type single pole ISI marked Switch 71.00 Seventy One Rupees and Pt.

26 20.00 Mains with 1.1 KV grade FRLS PVC insulated ISI marked stranded Copper 62.00 Sixty Two Rupees and No Rmt

27 15.00 Mains with 1.1 KV grade FRLS PVC insulated ISI marked stranded Copper 80.00 Eighty Rupees and No Rmt

28 2.00 Providing & Erecting following Shockproof tissino type accessories erected 105.00 One Hundred Five Ea

29 1.00 Providing & Erecting following Shockproof tissino type accessories erected 139.00 One Hundred Thirty Nine Ea

30 2.00 Providing & Erecting following Shockproof tissino type accessories erected 18.00 Eighteen Rupees and No Ea

31 6.00 Providing & Erecting following Shockproof tissino type accessories erected 23.00 Twenty Three Rupees Ea

32 1.00 providing and erecting Approved make Double Pole Plastic Switch and fuse 150.00 One Hundred Fifty Ea

33 2.00 Supplying KITKAT pattern porcelain cut-out with base of following current 30.00 Thirty Rupees and No Ea

capacity erected on existing block board. (i) 16 A. 250 V . Paisa

34 1.00 providing and erecting Miniature circuit breaker single pole 6A to 25A 130.00 One Hundred Thirty Ea

suitable to operate on 240 V A.C. system and having breaking capacity 10 KA Rupees and No Paisa

to be erected in existing box. confirming to IS 8828/1996 with ISI Mark

35 1.00 Providing & erecting 240 V MCB double pole switch for lighting Load (B 350.00 Three Hundred Fifty Ea

Curve) having 10 KA breaking capacity & confirms to IS : 8828 in existing box Rupees and No Paisa

having following capacity (A) 6 to 32 Amp. Cat-III

36 1.00 Providing and erecting Sheet Steel powder coated MCB distribution board - 414.00 Four Hundred Fourteen Ea

flush / surface mounted fitted with busbar, neutral link, earth bar and DIN Rupees and No Paisa

rail, confirming to IS 13032 and BS 5486-1986 without 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

37 1.00 Approved make ELCBs / RCCBs conforming to IS: 12640 and having sensitivity 2300.00 Two Thousand Three Ea

of 30 mA and Short Circuit withstand capacity of 6 KA and suitable for Hundred Rupees and No

operation on single phase 240 V. having characteristic of quick action & Paisa

tripping with all advance feature & do not incorporate any electronic

38 0.50 component.

Providing andfor following

erecting Max. rating

Annealed erectedwire

bare Copper as directed (i) 25 Amps.DP

8 to 16 SWG. 928.00 Nine Hundred Twenty kg

Eight Rupees and No

39 1.00 Pipe type earthing having 150 cms.long and 2.5 cms. dia. galvanised iron pipe 1430.00 One Thousand Four Eah

with coupling and buch buried in specially prepared earth pit complete with Hundred Thirty Rupees

necessary 8 SWG earth wire.Including using salt and charcoal / coke as and No Paisa

required for pipe type earthing. and Cast iron earth plate size 30 X 30 X

cms. 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.

40 8.00 Supplying & erecting fan hook box of 10 mm M.S. round bar bounded to the 125.00 One Hundred Twenty Each

RCC bars up to 50mm length each side and pierced through a 16 Gauge M.S. Five Rupees and No Paisa

box / Heavy Duty PVC box complete erected concealed in Ceiling with

necessary finishing.

41 7.90 Excavation for foundation upto 1.5 m depth including sorting out and 122.94 One Hundred Twenty Cmt.

stacking of useful materials and disposing off the excavated stuff upto 50 Two Rupees and Ninety

Meter lead.(A) Loose or soft soil (S.O.R. 24-25 It.No.04001A Pg.No.67) Four Paisa

42 1.60 Providing and laying cement concrete 1:3:6 (1-Cement : 3- coarse sand : 6- 3274.42 Three Thousand Two Cmt.

Crushed aggregates 40 mm nominal size) and curing complete excluding cost Hundred Seventy Four

of formwork in (A) Foundation and Plinth (Rate Analysis-1) Rupees and Forty Two

43 6.30 Providing and laying controlled cement concrete M.200 and curing complete 6143.83 Paisa

Six Thousand One Cmt.

Including the cost of formwork and reinforcement for reinforced concrete Hundred Forty Three

work in (D) Columns, Pillars posts and struts upto floor two level. (Rate Rupees and Eighty Three

Analysis-2) Paisa

44 29.78 Steel work, welded in built up sections framed work including cutting, 9361.96 Nine Thousand Three Quntl.

hoisting, fixing in position and applying a priming coat of red lead paint. (D) Hundred Sixty One

In trussses and trussed purlins, upto 25 M. span and 15 M. ovarall height. Rupees and Ninety Six

(S.O.R. 24-25 It.No.11002DA Pg.No.115) Paisa

45 198.00 Providing corrugated G.I. sheet of class-3 roofing fixed with glavanished iron 734.19 Seven Hundred Thirty Smt.

J or L Hooks, Bolts and nuts 8mm diameter with bitumen and G.I. limpet Four Rupees and

washer or G.I. limpet washer. filled with white lead complete excluding the Nineteen Paisa

cost of purlins, Rafters and Trusses.(1) 0.80 mm thick sheet. (S.O.R. 24-25

46 18.00 Providing and fixing pre-cast Rubber Dye / steel Dye inter locking concrete 686.90 Six Hundred Eighty Six Smt.

block 60mm thick with grade of concrete M300 pnumatic compressed / Rupees and Ninety Paisa

vibrated mechanically and as per approved design Confirming to IS 15658 :

2006 including 35 mm Sand layer for levelling and filling the joint with sand

in proper line and level as per guidlines of IRC : SP 63-2018 etc. Complete.

One Million Two Hundred Ninety Three Thousand Nine Hundred Twenty Three Rupees and Sixty Six 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.1293923.66 Estimated amount put to tender Rs.1293923.66

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.