Estimate for Construction of Water Vat Front of Madarsa in ward no 04 Nagar Panchayat Kochas (Rohtas) BIHAR

Nagar Panchayat Kochas.

Name of Work/Bill of Quantity for :- Estimate for Construction of Water Vat Front of Madarsa in ward no 04 Nagar Panchayat Kochas (Rohtas) BIHAR

Estimated Cost (in Rs.) :- RS.536500.00

Earnest Money (in Rs.) :- RS.10800.00

Time of Completion (in months) :- 1 months

Cost of BOQ (in Rs.) :- 1250

Tender Processing fee :- As per eproc

FINANCIAL BID FORM

TO BE FILLED IN BY BIDDER

1 Estimated cost :- Rs.- 536500

2 Cost of Govt. Material :- Rs.- Nill

3 Rate quoted BOQ rate :-

4 Name of the Contractor :-

5 Address of the Contractor :-

6 Percent Above or Below or At the BOQ rate in figures :-

7 Above or Below or At the BOQ Rate :-

8 Earnest Money (A) As prescribed in Tender document duly pledged in Favour of Executive Officer, Nagar Panchayat, Kochas (Rohtas)

Bid Security Amount - Rs. Bid Security Amount - Rs.

9 Registration No.

10 PERMANENT ACCOUNT NUMBER (PAN)

11 Sales Tax /Work Contract Tax / VAT Registraion No.

12 LABOUR LICENCE

13 Character Certificate

15 Details Of Present Commitment (Work In Hand)

16 All Others Tender Paper as per Terms and Condition

Evaluation will be done as per the Information provided in the document attached with tender. Bidder may also Disqualified, if documents are not attached properly.

EXECUTIVE OFFICER NAGAR PANCHAYAT, KOCHAS

Note:- Evaluation will be done as per the information provided in the document attached with tender. Bidder may disqualified, if documents are not attached properly.

BILL OF QUANTITY

NAME OF WORK:- ESTIMATE FOR CONSTRUCTION OF WATER VAT FRONT OF MADARSA IN WARD NO-04 UNDER NAGAR PANCHAYAT KOCHAS.

ESTIMATE COST Rs. 536500

EARNEST MONEY Rs. 10800.00

COST OF BOQ Rs. 1250

TIME OF COMPLETION 01 MONTH

Sl. No. BCD 2022 Particulars Quantity Unit Rate Amount Rs.

1 24.1.1.1 Boring/drilling bore well of required dia for casing/strainer pipe. By suitable method prescribed in IS: 2800 (part i), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level. (All types of soil)

(a) 300mm dia bore from 0 m to 90.00 m 90 P/M 486.8 43812

2 24.3.2 Supplying, assembling, lowering and fixing in vertical position in bore well,unplasticized. PVC (UPVC) medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge.

24.3.2 (a)150 mm nominal size dia 45 P/M 660.1 29705

24.3.1 (b) 100 mm nominal size dia 21 P/M 546.1 11468

3 24.4.1 Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized. PVC (UPVC) medium well casing (RMS) pipe of ribs, conforming to IS: 12818, including hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge.

100 mm norminal size dia 21 P/M 573.1 12035

4 Supplying the following fitting & fixing the same position as per approved lowering assembly and strata chart including providing all equipments and wlding the same on process of lowering the assay etc. all complete as per S/D of E/I.

24.15.1 (a)100mm dia bail plug/bottom plug 1 Each 228.3 228

24.13.2 (b) 150mm mild steel well cap- 1 Each 210.7 211

24.14.2 (c ) 150mm dia M.S. clamp (one Pair) & reducer 1 Each 1531.4 1531

5a 24.8 Providing all materials, labours & equipments for fixing tube well with pea gravel of Dalbhumigarh to size 4mm to 8mm approx as suitable for strata including carriage washing, placing and packing the same in position around the tube well etc. all complete as per direction of E/I. 6 P/M3 1343.2 8059

5b Carnage of Pea gravel from Dhalbhumigar (taken av distance 430Km) 6 P/M3 8986.5 53919

6 24.12 Development of tube well in accordance with IS 2800 (part-I) and IS : 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by "V" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water sampl & getting tested in approved laboratory, disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. 10 Each 916.8 9168

7 Supplying all materials and labour for arrangement for additional water required during the drilling period for 70 Hrs & site clearance & leveling etc. And providing the soap duster etc to staff engaged in drilling etc all complete work as per specification & direction of E/I.

57 Water Tanker 5 to 6 KL capacity (including OH+CP, Labour Cess and G.S.T 12%) 60 Hrs 264.94 15896

SUB-TOTAL 186032

8 Add 18 % G.S.T instead of 12% by multiplying co factor 1.0536 9971

Construction of Chamber for T/W

S.No. BCD 2022 Items of Work Quantity Unit Rate Amount Rs.

9 2.8.1 Earth work in excavation in foundation trenches or drains(not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m . including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 0.573491928632116 cum 360.7 207

10 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. 0.143372982158029 cum 287.3 41

11 11.72 Providing designation 100 A one brick flat soling joints filled with local sand ..do…do. All compt 1.88197026022305 sqm 283.3 533

12 4.1.3 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level. 1:2:4(1 Cement: 2 coarse sand:4 graded stone aggregate 20 mm nominal size) 0.240866610025488 cum 3998.1 963

13 6.1.14A Brick work with bricks of class designation 100A in foundations and Cement mortar 1:6 (1 cement: 6 coarse sand ) 1.03520815632965 cum 4819.9 4990

14 13.17.2 12 mm cement plaster 1:4( 1 cement: 4coarse sand) finished with a floating coat of near cement Details of cost for 10 sqm 5.9625185873606 sqm 192.2 1146

15 5.1.2 Providing and laying R.C.C work with cement Mortar (1:1.5:3) excluding the cost of centring,shuttering,finishing and reinforcement-All work puto plinth level 0.240866610025488 cum 4688.3 1129

16 5.22 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.

17 5.9 Providing Centring and shuttering including strutting,propping etc. and removal of form

a 5.9.3 Suspended floors, roots, landings, balcnies and access platform. 0.74432156133829 sqm 437.5 326

b 5.9.1 Foundations, footings, bases of columns etc. for mass concrete. 0.351301115241636 sqm 211.6 74

Total (A) Rs. 11194

18 Carriage cost of materials

Earth (2p+1k) 0 cum 310.5 0

19 Difference cost of materials

Total (B) Rs. 2605

Total (A+B) Rs. 13799

Add GST ( increase 12% to 18% ) as Factor 5.36% . 740

Total (C) Rs. 14539

20 Add Seigniorage Fee

Local sand 0.171978930113419 cum 14.19 2

Coarse sand 0.584364284185046 cum 17.58 10

Stone Chips -20mm 0.41910790144435 cum 59.54 25

Total (D) Rs. 326

Gross Total (C+D) Rs. 14865

Construction of steel structure staging

S. NO. SOR 2022 Item Quantity Unit Rate Amount Rs.

21 20.3.1 Boring,with hydraulic piling rigs with power units, Providing and installing cast in situ single installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) :

22 2.8.1 Earth work in excavation in foundation trenches or drains(not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m . including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All Kinds of soil 2.08971396205041 cum 360.7 754

23 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. 0.831540640045313 cum 287.3 239

24 11.72 Providing designation 100 A one brick flat soling joints filled with local sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/l, 7.34769516728625 sqm 283.3 2082

25 4.1.3 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level.1:2:4(1 Cement: 2 coarse sand:4 graded stone aggregate 20 mm nominal size). 0.895129906542056 cum 3998.1 3579

26 6.1.12/1 Brick work with bricks of class designation 100A in foundations and plinth in : Cement mortar 1 .:4 (1 cement: 4 coarse sand ) 3.55881903143585 cum 5017.9 17858

27 13.17.2 12 mm cement plaster 1:4( 1 cement: 4coarse sand) finished with a floating coat of near cement 22.7681319702602 sqm 192.2 4376

28 5.1.2 Providing and laying R.C.C work with cement Mortar (1:1.5:3) excluding the cost of centring,shuttering,finishing and reinforcement-All work puto plinth level 0.709162333616539 cum 4688.3 3325

29 5.9.2 Centring and shuttering including strutting,propping etc. and removal of Foundations, footings, bases of columns etc. for mass concrete. 5.52200743494424 sqm 211.6 1168

30 5.22.7B p/v Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. 115.005365853659 kg 90.8 10442

31 10.19 Providing and fixing M.S. 16mm dia anchor bolts with 060m lenth with nuts and washer plates complete. @4x4x1.58kg (16mm dia) 43.97 kg 82.7 3636

32 10.2 Structural steel work riveted or bolted in built up sections, trusess and framed work, including cutting,hoisting,fixing in position and applying a priming coat of approved ateef primer all complete. 1028.72559410998 kg 95.4 98140

33 10.5 Providing and fixing 1 mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3mm MS gusset plates at the junction and corners.all necessary fittings completejncluding applying a priming coat of approved

10.5.1 Using M.S. angle 40x40x6 mm for diagonal braces 0.371747211895911 sqm 3653 1358

34 13.82.1 Painting with ready mixed paint of approved brand and manufacture in all shades to give an even shade: New steel work (two or more coats) 20.817843866171 sqm 83.5 1738

Total (A) Rs. 175857

35 Carriage of materials

36 Difference cost of materials

Total (B) Rs. 11124

Total (A+B) Rs. 186981

Add GST ( increase 12% to 18% ) as Factor 5.36% . 10022

Total (C) Rs. 197003

37 Add seigniorage fee (10% of Basic Rate)

coarse sand 2.34283669269918 cum 17.58 41

Stone chips 2.04462433210381 cum 59.54 122

Total (D) Rs. 1185

Gross total (C+D) Rs. 198188

Water Supply and Drainage work

S. No. SOR 2022 Item Quantity Unit Rate Amount Rs.

38 18.48 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, ISI : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 2000 Ltr 9.7 19400

39 18.9 Providingand fixingChlorinatedPolyvinyl Chloride (CPVC) pipes, having thermal stability for hot &coldwater supply includingall CPVC plain&brass threaded fittings This includes jointing of pipes& fittings with one step CPVC solvent cement ,trenching ,refilling& testing of joints complete as per direction of Engineer in Charge

A 18.9.4 32 mm nominal outer dia Pipes 20 Mtr 359.1 7182

B 18.9.2 20 mm nominal outer dia Pipes 10 Mtr 205.3 2053

40 18.19 Providing and fixing gun metal non- return valve of approved quality (screwed end) :

A 18.19.2.1 32 mm nominal bore Horizontal 2 each 677.6 1355

41 18.54.4 Providing and fixing PTMT bib cock of approved quality and colour. 15mm nominal bore, 90 mm long, weighing not less than 93 gms 10 each 170 1700

Sub Total 31690

Add GST ( increase 12% to 18% ) as Factor 5.36% . 1699

Supply, installation & commissioning of single phase 2.0 H.P submersible motor pump set with all accessories including extension of L.T. line from nearest source up-to pumping station.

Sl. No. Particulars Quantity Unit Rate Amount

42 PHED Supply & delivery of vertical wet(water filled) type submersible pump suitable for follwing size bore well conforming to IS:8034 ( and amended thereafter) with satandrad MOC for m3/hrs. against noted total head of water column. The pump shall be directly coupled with a continuous rated 2- pole suitable wet type vertical squirrel cage induction motor conforming to IS:9283 suitable for opration in AC single phase 210-230v ,50Hz

Total Head 25m and Discharge 12 m3/hrs 1 p/set 24005 24005

43 PHED Suitable single phase starter control panel for above motor of BCH/L&T make-1(one) no. 1 p/set 1500 1500

44 PHED 8.1 Providing ,laying and fixing og GI pipe conforming to IS 1239:1990 with latest amendments complte with GI fitting (excluding the cost of fitting) with cuts and threads wherever necessary .including testing for water tightness, with all lead and commissioning etc. complete.

Heavy duty GI pipe of 50mm dia 27 m 679 18333

45 PHED 8.4 Supply and delivery at site wrought middle steel GI elbow conforming to IS 1239-II,1991

For 50mm dia GI elbow 1 each 267 267

46 PHED 8.9 Supply and delivery at site wrought middle steel GI union conforming to IS 1239-II,1991

For 50mm dia GI union 1 each 267 267

47 PHED 8.10 Lowering, laying and joiting GI pipe conforming to IS 1239:1990 with latest amendment complete with GI fitting

48 PHED Supplying & delivery of 2.5sq.mm ,3core pvc insulated & pvc sheathed (heavy duty) electrical flate cable with copper conductor for working voltage up to and including 1.1 KV. 35 P/Mt 141.67 4958.45

Total Rs. 53245.45

Total Rs. 62829.631

Construction of soak pit

S.NO. BCD 2022 items of work Quantity Unit Rate Amount (Rs)

49 2.8.1 Earth work in excavation in foundation trenches or drains(not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m . including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 4.52775417728689 cum 360.7 1633

50 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. 0.0637213254035684 cum 287.3 18

51 11.72 Providing designation 100 A one brick flat soling joints filled with local sand ..do…do. All compt 0.836431226765799 sqm 283.3 237

52 4.1.3 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level. 1:2:4(1 Cement: 2 coarse sand:4 graded stone aggregate 20 mm nominal size) 0.0637213254035684 cum 3998.1 255

53 6.1.12/1 Brick work with cement mortar (1:4) with bricks of class designation 100A in foundations and plinth in : 2.18459124327386 cum 5017.9 10962

54 13.17.2 12 mm cement plaster 1:4( 1 cement: 4coarse sand) finished with a floating coat of near cement 1.60966542750929 sqm 192.2 309

55 5.1.2 Providing Rcc cover and laying in position specified grade (1:1.5:3) of reinforced cement concrete excluding the cost of centring ,shuttering,finishing and reinforcement-All work puto plinth level 0.472917247238743 cum 4688.3 2217

56 5.22.1b Providing 10mm dia Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. 30.0576744 kg 92.6 2783

6 mm ring 8 kg 96.7 774

57 5.9.1 Providing Centring and shuttering including strutting ,propping etc. and removal of form

5.9.3 Suspended floors, roots, landings, balcnies and access platform. 0.808995027881041 sqm 437.5 354

58 362 Brick Bat( including OH+CP,WC, Labour cess and GST 12%) 1.41751691801189 cum 1558.95 2210

59 12.78 Providing and fixing on wall face unplastidsed-PVC(working pressure 4 kgf per sqm) rain water pipes conforming to IS :4985 including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion. 6 m 257.5 1545

12.78.2 110mm dia pipe TOTAL (A) 23297

60 Carriage of materials:-

61 Diff. cost of materials:

Total (A+B) 26979

Add GST ( increase 12% to 18% ) as Factor 5.36% . 1446

Total (C) Rs. 28425

62 Add Seigniorage Fee

Coarse sand 0.845258709032162 cum 17.58 15

Stone Chips -20mm 0.458691639762107 cum 59.54 27

Total (D) Rs. 603

Gross Total (C+D) Rs. 29028

63 Add scheme Board 2136

Grand Total 536438.631