CONSTRUCTION OF 03 UNITS ANGANWARI CENTER UNDER VASUDEVPUR PANCHAYAT AT WARD No 02 (CODE-167) , & MAKANDPUR PANCHAYAT WARD No- 06 ( CODE-39) AND DARIYAPUR PANCHAYAT WARD No ( CODE- 195) AT SHAKUND BLOCK, BHAGALPUR

E-TENDER 02/EEBDBH/2026-27 GROUP-06

CONSTRUCTION OF 03 UNITS ANGANWARI CENTER UNDER VASUDEVPUR PANCHAYAT AT WARD No 02 (CODE-167) , & MAKANDPUR PANCHAYAT WARD No- 06 ( CODE-39) AND DARIYAPUR PANCHAYAT WARD No ( CODE- 195) AT SHAKUND BLOCK, BHAGALPUR

Estimated Cost : Rs 3,519,368.00

Earnest Money: Rs 70,400.00

Cost of B.O.Q Rs 5,000.00

Date of Tender: 06-09-26

Time of completion 03 MONTH'S

SI. ITEM OF WORK Qty Unit RATE AMOUNT

1. 20.3A.1 Making25cm(10")diaboreupto4mtrdepthbelowgroundwithhandaugerofapprovedqualityinordinarysoi!(videclassificationofsoilitemA)truetoplumbandwithout eccentri city in any stage of operation and disposal of the excavated earth upto 50mtr , Lead ineluding alllifts,allcompleteasperapproveddisign and directionofE/lDetailsofcostfor4pilesof4m=16mtrs depth)

MAIN BUILDING 14 X 10.00 140.00 Rft

BOUNDARY WALL 8 X 6.00 48.00 Rft

BORING SOAK PIT 1 X 10.00 10.00 Rft

2. 20.3A.2 63CM(25)UNDER-REAMMaking63cm(25)diaunder ream at required with hand auger of approved qualityin ordinarysoil (videclassificationofsoil ifem-A)trueto plumbandwithouteccentricityinmystageofopration and disposal of the excavatedearthupto50mtsleadineludingall lifts , all completeasper approved design 66.00 nos 190.2 12,553.00

3. 2.8.1 Earthworkinexcavationinfoundationtrenchesordrains(notexceeding1.5 minwidthor10sqmonplan) includingdressingof sidesandrammingof bottoms, lift upto 1.5m . including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m

SEPTIC TANK 1 X 6.75 X 4.75 X 4.00 128.25 Cft

CHAMBER 1 x 2.00 2.00 1.25 5.00 Cft

Less column 22 x 1 X 0.83 X 0.83 X 0.75 -11.37 Cft

4. 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete.

Less column 22 x 1 X 0.83 X 0.83 X 0.25 -3.79 Cft

KITCHEN 1 X 13.25 X 7.92 X 1.00 104.94 Cft

TOILET 2 X 3.25 X 4.50 X 1.00 29.25 Cft

SLAB AREA 1 X 7.00 X 3.50 X 1.00 24.50 Cft

PASSAGE 1 X 5.50 X 8.00 X 1.00 44.00 Cft

BACK SIDE 1 X 27.33 X 5.50 X 1.00 150.32 Cft

5. 11.72 Providingdesignation100Aonebrick flatsolingjointsfilledwithlocalsand including cost of watering, taxes, royaltyall complete as perbuilding specification and direction of E/l

B/WALL 1 X 94.66 X 0.83 78.57 Sft

STEP 1 X 7.00 X 3.00 21.00 Sft

Less column 22 x 1 X 0.83 X 0.83 -15.16 Sft

KITCHEN 1 X 13.25 X 7.92 104.94 Sft

TOILET 2 X 3.25 X 4.50 29.25 Sft

SLAB AREA 1 X 7.00 X 3.50 24.50 Sft

PASSAGE 1 X 5.50 X 8.00 44.00 Sft

BACK SIDE 0.5 X 27.33 X 4.66 63.68 Sft

STAGE 1 X 13.66 X 5.00 68.30 Sft

6. 5.1.3 Providingand laying inpositionspecifiedgradeof reinforced cement concrete excluding the cost of centring,shuttering,finishing and reinforcement-All work puto plinth level 1:2:4 (1 cement:2 coarse sand:4 graded stone aggregate 20 rr,m nominal size)

Column 14 x 0.83 x 0.83 x 1.00 9.64 Cft

7. 6.1.12C Brickworkwithflyashbricks asperIS12894(2002)&IS3495in foundations and plinth in Cement mortar 1:6 (1 cement: 6 coarse sand

S WALL 2 X 3 X 0.42 X 2.50 6.30 Cft

8. 5.1.3 Providing RCC M-15 in Column with all comp.

9. 5.1.3 Providing RCC M-15 in Lintel , chajja , roof beam and roof slab with all comp.

Roof beam 1 X 156.04 X 0.83 X 0.50 64.76 Cft

Roof slab 1 X 30.00 X 31.00 X 0.33 306.90 Cft

kitchen slab 1 X 13.25 X 2.00 X 0.25 6.63 Cft

SILL SLAB 1 X 17.50 X 2.00 X 0.25 8.75 Cft

HAND WASH 1 X 5.50 X 2.00 X 0.25 2.75 Cft

SOAKPIT 0.786 X 4.75 X 4.75 X 0.25 4.43 Cft

SEPTIC TANK 6.75 4.75 X 0.25 8.01 Cft

CHEMBER 2.00 2.00 0.25 1.00 Cft

8. 6.1.14C+6.3C Brickworkwithflyashbricks asperIS12894(2002)&IS3495in foundations and plinth in Cement mortar 1:4 (1 cement: 4 coarse sand

BOUNDARY WALL 1 X 88.02 X 0.42 X 4 147.87 Cft

OPENING 1 X 4.00 X 7.00 X 0.42 -11.76 Cft

LINTEL ITEAM NO. 9 -20.96 Cft

9. 4.1.3 Providingand layinginpositioncement concreteof specifiedgradeexluding the cost of centring and shuttering-all work upto plinth level.1:2:4(1Cement: 2coarsesand:4gradedstoneaggregate20mm nominal size)

KITCHEN 1 X 13.25 X 7.92 X 0.16 16.79 Cft

TOILET 2 X 3.25 X 4.50 X 0.16 4.68 Cft

SLAB AREA 1 X 7.00 X 3.50 X 0.16 3.92 Cft

PASSAGE 1 X 5.50 X 7.92 X 0.16 6.97 Cft

BACK SIDE 0 X 27.33 X 5.08 X 0.16 0.00 Cft

STEP/RAMP 2 X 7.00 X 3.00 X 0.16 6.72 Cft

SEPTIC TANK 6.75 X 4.75 X 0.25 8.01 Cft

CHEMBER 2.00 X 2.00 X 0.25 1.00 Cft

10. 5.22 Reinforced cement concrete work in wall (any thickness), including attached pilasters,buttresses,plinthandstringcourses, fillets,columns,pillars, piers, abutments, posts and struts, etc. upt floor five level excluding cost of centring, shuttering, finishin and reinforcement 1:1:5:3(1 cement: 1.5 coarse sand:3 graded stone aggregate 20mm nominal size)

AREA VIDE ITEM NO.6 300.17 Cft

AREA VIDE ITEM NO.8 113.67 Cft

AREA VIDE ITEM NO.9 497.65 Cft

11. 5.9 Centringandshuttering includingstrutting,proppingetc. andremoval of form for.

A.5.9.1 Foundation

Column 4 X 14 X 0.83 X 1.00 46.48 Sft

C. 5.9.5 Lintel

D.5.9.19 Chajja

E.5.9.3 Roof beam/Slab

Roof beam 2 X 6.50 X 0.50 6.50 Sft

Roof slab 1 X 30.00 X 31.00 930.00 Sft

kitchen slab 1 X 13.25 X 2.00 26.50 Sft

SILL SLAB 1 X 17.50 X 2.00 35.00 Sft

HAND WASH 1 X 5.50 X 2.00 11.00 Sft

SLAB 1 X 7.00 X 3.00 21.00 Sft

12. 13.24.2 6 mm cement plaster to ceiling of mix 1:4(1 cement: 4 coarse sand

kitchen slab 1 X 13.25 X 2.00 26.50 Sft

SILL SLAB 1 X 17.50 X 2.00 35.00 Sft

HAND WASH 1 X 5.50 X 2.00 11.00 Sft

SLAB 1 X 7.00 X 3.00 21.00 Sft

13. 13.11.4 12 mm cement plaster of mix: 1:6(1 cement: 6 coarse sand)

SLAB AREA 2 X 3.00 X 10.00 60.00 Sft

BOUNDARY WALL 2 X 82.00 X 4.25 697.00 Sft

SEPTIC TANK 2 X (6.+3.) X 4.00 72.00 Sft

CHEMBER 2 X (1.25+1.25) X 1.25 6.25 Sft

14. 11.37A Providingandfixing1stqualityceramicglazedfloortilesconformingtoIS:15622(thicknesstobespecifiedbythemanufacturer)ofapprovedmakeinallcolours,shadese xceptburgundy,bottlegreen,blackofanysizeasapprovedbyEngineer-in-Chargeinskirting,risersofstepsanddadosover12mmthickbedofcementMortar1:3(1cement:3coarsesand)andjointingwithgreycement [email protected] per sqmincludingpointing in white cement mixed with pigment of matching shade

KITCHEN 1 X 13.25 X 7.92 104.94 Sft

TOILET 2 X 3.25 X 4.50 29.25 Sft

SLAB AREA 1 X 7.00 X 3.50 24.50 Sft

PASSAGE 1 X 5.50 X 7.92 43.56 Sft

BACK SIDE 0 X 27.33 X 5.50 0.00 Sft

STAGE 1 X 14.08 X 5.00 70.40 Sft

STEP/RAMP 2 X 7.00 X 3.00 42.00 Sft

kitchen slab 1 X 13.25 X 2.00 26.50 Sft

SILL SLAB 1 X 17.50 X 2.00 35.00 Sft

HAND WASH 1 X 5.50 X 2.00 11.00 Sft

SLAB 1 X 7.00 X 3.00 21.00 Sft

15. 11.26.1 Kotastoneslab flooringover20mm(average) thickbase laidover and jointed withgreycement slurrymixedwithpigment tomatch the shadeof the slab including rubbing andpolishing complete. Basewith1:1:1(1lime:1surkhi: 1coarsesand) /1:4(1cement:4coarsesand 20 to 25 mm thick -

KITCHEN 1 X 13.25 X 7.92 104.94 Sft

TOILET 2 X 3.25 X 4.50 29.25 Sft

SLAB AREA 1 X 7.00 X 3.50 24.50 Sft

PASSAGE 1 X 5.50 X 7.92 43.56 Sft

BACK SIDE 0 X 27.33 X 5.50 0.00 Sft

STAGE 1 X 14.08 X 5.00 70.40 Sft

STEP/RAMP 2 X 7.00 X 3.00 42.00 Sft

kitchen slab 1 X 13.25 X 2.00 26.50 Sft

SILL SLAB 1 X 17.50 X 2.00 35.00 Sft

HAND WASH 1 X 5.50 X 2.00 11.00 Sft

SLAB 1 X 7.00 X 3.00 21.00 Sft

16. 11.4 52mmthickcementconcreteflooringwithmetallicconcretehardenertoppingunder layer 40mmthickcement concrete1:2:4(1cement:2coarsesand:4grade stone aggregate20mmnominal size)andtop layer12mmthickmetallicconcretehardene rconsistingofmix1:2(1cement hardener mix:2 stone ggregate 6 mm nominal size) by [email protected] includescostofcementslurry,etc.butexcludingthecostofnosingof steps etc. complete

KITCHEN 1 X 13.25 X 7.92 104.94 Sft

TOILET 2 X 3.25 X 4.50 29.25 Sft

SLAB AREA 1 X 7.00 X 3.50 24.50 Sft

PASSAGE 1 X 5.50 X 7.92 43.56 Sft

BACK SIDE 0 X 27.33 X 5.50 0.00 Sft

STAGE 1 X 14.08 X 5.00 70.40 Sft

STEP/RAMP 2 X 7.00 X 3.00 42.00 Sft

kitchen slab 1 X 13.25 X 2.00 26.50 Sft

SILL SLAB 1 X 17.50 X 2.00 35.00 Sft

HAND WASH 1 X 5.50 X 2.00 11.00 Sft

SLAB 1 X 7.00 X 3.00 21.00 Sft

17. 10.5.2 Providingandfixing1mmthickM.S.sheetdoorwithframeof40x40x6mmangle iron and 3mmMSgusset plates at the junction and corners.allnecessary fittingscompletejncludingapplyingaprimingcoat of approvedUsing flats 30x6 mm for diagonal braces and central cross piece

18. 9.48.1 ProvidingandfixingM.S.grillsofrequiredpatterninframesofwindowsetc. withM.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding

19. 13.80A.1 Providing and applying white cement based putty of average thickness 1mm, of approved brand andmanufacturer, over theplasteredwall surface to prepare the surface even and smoothcomplete.

20. 13.48.1 FinishingwithDeluxeMulti surfacepaint systemfor interiorsand exteriors using Primer as per manufacturers specifications.Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of special primer applied @ 0.75 ltr /10 sqm.

21. 13.81.3 With ready mixed zinc chromate yellow primer of approved brand and manufacture on steel galvanized iron/steel works

door and window 126.70 m2 83.5 10,579.00

22. 17.13.1 Providingand fixingwhitevitreous chinawater closet squattingpan (Indian type) : Long pattern W.C. pan of size 580 mm 6 nos 1192.8 7,157.00

23. 12.78.2 Providingand fixingonwall faceunplastidsed-PVC(workingpressure4kgf persqm) rainwaterpipesconformingtoIS:4985includingjointingwithseal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion110 mm diameter 15 m 257.5 3,863.00

24. 17.10.2.2 ProvidingandfixingStainlessSteelAISI304(18/8)kitchensinkasper IS:13983withC.I.bracketsandstainlesssteelplug40mm,including paintingof fittingsandbrackets, cuttingandmakinggood thewalls wherever required : 3.00 nos 2812.9 8,439.00

25. 18.42 Boringwith100mmdiametercasingpipeforhandpump/ tubewell,inall soil sexceptordinaryhardrocksrequiringblasting, including removing the casingpipeafter thehandpump/ tubewelland tested :

18.42.1 Up to 6 metres depth 18.00 m 350.6 6,311.00

18.42.2 Beyond 6 m and up to 12 m depth 18.00 m 416.1 7,490.00

18.42.3 Beyond 12 m and up to 18 m depth 54.00 m 484.1 26,141.00

26. 18.43 Providing and placing in position filters of 40 mm diameter G.I. pipe with brass strainer of approved quality. 18.00 m 706.6 12,719.00

27. 18.44 Providing and fixing to filter and lowering to proper levels 40 mm G.I.pipe for tube well including cleaning and priming the tube well. 72.00 m 449.7 32,378.00

28. 18.45 Providing and placing in position hand pump of approved quality for 40 mm diameter G.I. pipe complete with all accessories. 3.00 nos 1084.6 3,254.00

29. 18.46.5 Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) 50 mm nominal bore 6.00 nos 419.7 2,518.00

30 24.7 Supplying, filling, spreading& leveling coarse sandof size range1.5mmto 2mmin rechargepit, inrequiredthicknessover gravel layer, for all leads& lifts, all complete as perdirection of Engineer -in-charge. 2.51 Cum 1195.6 3,001.00

31 Carriage of materiles

(ii) Coarse sand 102.90 m3 655.07 67,407.00

(iii) stone chips 80.40 m3 1526.74 122,750.00

32,. Extra cost of materials

Correction factor = .982 3,519,368.00