CONSTRUCTION OF DRAINAGE BOX NEAR RATNAL SECONDARY SCHOOL TA. ANJAR (DMF/PMKKY/2025-26)(2nd attempt)

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

AT DIFF VILLAGES IN LAKHPAT TALUKA (VVP-2/2025-26/PKG/01)

It.No. Estimated Item Rate In Unit Amount

Quantity Figure Words

1 114.90 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 33.80 Providing and laying cement concrete 1:3:6 (1 Cement : 3 coarse sand : 6 hand 3095.25 Three Thousand Ninety Cmt.

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 22.00 Providing and laying ordinary cement conctere M20 (1cement :1.5coarse 4981.74 Four Thousand Nine Cmt.

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

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

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

4 7.80 Providing and laying ordinary cement conctere M20 (1cement :1.5coarse 5326.31 Five Thousand Three Cmt.

sand:3 stone agg.20mm nominal size) and curing comp.incl.cost of form work Hundred Twenty Six

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

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

5 53.00 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

6 12.85 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.

7 36.02 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

8 46.80 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

9 60.51 Precast concrete block masonry (including quoin blocks jamb blocks closer 4053.69 Four Thousand Fifty Three Cmt.

etc.) with solid concrete blocks of approved size made of cement concrete Rupees and Sixty Nine

1:3:6 mix (1 Cement : 3 coarse sand: 6- graded stone aggregates of 20 mm Paisa

and down grade) in superstructue above plinth upto floor two level.

10 1.61 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 work Hundred Twelve Rupees

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

11 2.60 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 work Hundred Eighty Nine

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)

12 0.76 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 exposed Rupees and Twenty Six

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

surface centering and form work and curing complete excluding cost of

13 13.61 Providing and laying ordinary cement conctere M20 (1 cement :1.5 coarse 7824.08 Seven Thousand Eight Cmt.

sand:3 stone agg.20mm nominal size) and finishing smooth with curing etc. Hundred Twenty Four

complete including the cost of form work butexcluding the cost of Rupees and Eight Paisa

reinforcement for R.C.C. work in Slabs having more than 10 cm & :upto 12 cm

14 9410.00 Providing TMT Bar FE 500/500D reinforcement for R.C.C. work including 77.29 Seventy Seven Rupees Kg.

bending, binding and placing in position complete upto floor two level and Twenty Nine Paisa

15 12.48 Providing and fixing 35 mm thick shutters for Doors, windows and clerestory 5338.30 Five Thousand Three Smt.

windows including Indian teak wood frames 10 cm x 7 cm. size including Hundred Thirty Eight

black enamelled iron oxidised fixtures and fastenings including primer coat of Rupees and Thirty Paisa

approved quality and two coats of oil painting etc, complete. (ii) Fully

16 17.28 Providing and fixing window having extruded aluminum Colour anodized 1713.70 One Thousand Seven Smt.

section frame main outer size 63.50 x 38.10 x 1.95 mm(of Jindal Section Hundred Thirteen Rupees

no:4605,@ Wt 1.094 Kg / Rmt), horizontal two track member size 61.85 mm x and Seventy Paisa

31.75 mm x 1.20mm (of Jindal Section no: 8687 @ wt.of 0.695 Kg/mt), vertical

member 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

17 105.00 Providing 10mm. thick cement plaster in single coat on fair side 135.47 One Hundred Thirty Five Smt.

Brick/concrete walls for interior plastering upto floor two level and finished Rupees and Forty Seven

even and smooth in :C.M.1:3 (1cement:3sand) finishing plaster in single coat Paisa

on ceiling and sofits of stairs upto floor two level and finished even and

18 214.00 Providing 15mm. thick cement plaster in single coat on fair side 180.40 One Hundred Eighty Smt.

Brick/concrete walls for interior plastering upto floor two level and finished Rupees and Forty Paisa

even and smooth in :C.M.1:3 (1cement:3sand) with 1x1 cm grooves G.F.

19 264.00 20mm. thick sand faced cement plaster on walls upto height 10meters above 315.69 Three Hundred Fifteen Smt.

ground level consisting of 12mm. thick backing coat of c.m. 1:3 (1cement : 3 Rupees and Sixty Nine

sand) and 8mm. thick finishing coat of c.m. 1:1 (1cement : 1 sand) etc. Paisa

20 261.00 Providing 20mm thick cement plaster in single coat on single or half brick 230.50 Two Hundred Thirty Smt.

walls for interior plastering upto Rupees and Fifty Paisa

21 115.00 P & L 24" x 24" vitrified 8 mm thick tile flooring over 20mm (average) base of 1476.54 One Thousand Four Smt.

cement mortar 1:6 ( 1 cement: 6 coarse sand) on new surface or fixing on Hundred Seventy Six

existing flooring by adhesive material including dismentaling of existing Rupees and Fifty Four

flooring and jointed with color cement slurry includingfinised with flush Paisa

pointing & cleaning the surface etc.complete for light shade

22 525.00 Finishing wall with water proffing cement paint of on wall surface (two coats) 93.70 Ninety Three Rupees and Smt.

to give an approved brand and manufature and of required shape even shade Seventy Paisa

after thoroughly brushing the surface to remove all dirt and remains of loose

powdered materils.

23 319.00 Wall painting (three coats) with plastic emulsion paint of approved brand and 167.51 One Hundred Sixty Seven Smt.

manufacture on undecorated wall surface to give an even shade including Rupees and Fifty One

throughly brushing the surface free from mortar droppings and other foreign Paisa

matter and sand papered smooth.including 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 including thoroughly

brushing the surface free from mortar dropping and other foreign matter and

sand papered smooth.

24 105.00 Providing and laying broken chine mosaic flooring for terrace using 12 779.70 Seven Hundred Seventy Smt.

mm to 20 mm broken pieces of glazed tiles to be laid over cement mortar 1:3 Nine Rupees and Seventy

to plain or slope and to be tempered to bring mortar creme out upto Paisa

surface using white cement including rounding off junctions and extending

them upto 15 cm along the wall,clearing with water and oxalic acid etc. as

directed.(SOR It.C.No.14035

25 41.30 Filling available excavated earth (excluding rock) in trenches. plinth, sides of 136.92 One Hundred Thirty Six Smt.

foundations etc. in layers not exceeding 20 cm. in depth consolidating each Rupees and Ninety Two

disposited layer by ramming and watering. [S.O.R.2024-25, I.C.04006, Paisa

26 39.60 Providing and fixing to wall ceiling and floor 10.0 Kg. F/Cm2 working pressure 280.23 Two Hundred Eighty Rmt.

poluthene pipes of the following outside Dia. Low densidy, complete with Rupees and Twenty Three

special falnge compression type fittings, wall clipsetc. including making good Paisa

the wall ceiling and floor.75 mm for rain water

27 96.00 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

28 32.00 Point wiring for LOOPED PLUG with tissino type single pole ISI marked Switch 71.00 Seventy One Rupees and Pt.

and Socket erected with necessary connections erected on wooden /Metal/ No Paisa

PVC Box covered with 3 mm thick PC(Polycarbonet) /Acrylic sheet for open /

concealed wiring for following size. [A] For 6 Amp.

29 80.00 Mains with 1.1 KV grade FRLS PVC insulated ISI marked stranded Copper 62.00 Sixty Two Rupees and No Rmt

conductor wire in following type of pipe to be erected concealed in /flushed Paisa

on wall/ceiling, with 1.5 sq. mm copper conductor FRLS 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

30 60.00 Mains with 1.1 KV grade FRLS PVC insulated ISI marked stranded Copper 80.00 Eighty Rupees and No Rmt

conductor wire in following type of pipe to be erected concealed in /flushed Paisa

on wall/ceiling, with 1.5 sq. mm copper conductor FRLS 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

31 8.00 Providing & Erecting following Shockproof tissino type accessories erected on 105.00 One Hundred Five Rupees Ea

3 mm thick PC (Polycarbonate) sheet in PVC/ Metal Box. erected on wall/ and No Paisa

ceiling.(5) One no Single pole 16 A Switch & One no 6A/16 A Universal Socket

32 4.00 Providing & Erecting following Shockproof tissino type accessories erected on 139.00 One Hundred Thirty Nine Ea

3 mm thick PC (Polycarbonate) sheet in PVC/ Metal Box. erected on wall/ Rupees and No Paisa

ceiling.(6) One no Single pole 16 A Switch & One no 6A/16 A Universal Socket

combined with indicator & fuse

33 8.00 Providing & Erecting following Shockproof tissino type accessories erected on 18.00 Eighteen Rupees and No Ea

3 mm thick PC (Polycarbonate) sheet in PVC/ Metal Box. erected on wall/ Paisa

ceiling (7) Bakelite ceiling, rose

34 24.00 Providing & Erecting following Shockproof tissino type accessories erected on 23.00 Twenty Three Rupees and Ea

3 mm thick PC (Polycarbonate) sheet in PVC/ Metal Box. erected on wall/ No Paisa

ceiling (8) Bakelite lamp holder

35 4.00 providing and erecting Approved make Double Pole Plastic Switch and fuse 150.00 One Hundred Fifty Ea

250V., 30A confirming to IS erected on Polished wooden block as directed. Rupees and No Paisa

36 8.00 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

37 4.00 providing and erecting Miniature circuit breaker single pole 6A to 25A suitable 130.00 One Hundred Thirty Ea

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

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

38 4.00 Providing & erecting 240 V MCB double pole switch for lighting Load (B Curve) 350.00 Three Hundred Fifty Ea

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

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

39 4.00 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 rail, Rupees and No Paisa

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

40 4.00 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

component. for following Max. rating erected as directed (i) 25 Amps.DP

41 2.00 Providing and erecting Annealed bare Copper wire 8 to 16 SWG. 928.00 Nine Hundred Twenty kg

Eight Rupees and No

42 4.00 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.

43 32.00 Supplying & erecting fan hook box of 10 mm M.S. round bar bounded to the 125.00 One Hundred Twenty Five Each

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

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

necessary finishing.

44 14.70 Excavation for foundation upto 1.5 m depth including sorting out and stacking 122.94 One Hundred Twenty Cmt.

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

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

45 3.00 Providing and laying cement concrete 1:3:6 (1-Cement : 3- coarse sand : 6- 3155.24 Three Thousand One Cmt.

Crushed aggregates 40 mm nominal size) and curing complete excluding cost Hundred Fifty Five Rupees

of formwork in (A) Foundation and Plinth (Rate Analysis-1) and Twenty Four Paisa

46 11.70 Providing and laying controlled cement concrete M.200 and curing complete 6143.83 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

47 66.38 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) In Hundred Sixty One

trussses and trussed purlins, upto 25 M. span and 15 M. ovarall height. (S.O.R. Rupees and Ninety Six

24-25 It.No.11002DA Pg.No.115) Paisa

48 317.56 Providing corrugated G.I. sheet of class-3 roofing fixed with glavanished iron J 734.19 Seven Hundred Thirty Smt.

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

49 340.10 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.

Three Million Eight Hundred Thirty Three Thousand One Hundred Twenty Five Rupees and Forty Nine 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.3833125.49 Estimated amount put to tender Rs.3833125.49

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.