WBZP-BHM-N-84-05

BIDDER INFORMATION FORM v3 BIRBHUM ZILLA PARISHAD

1 Name of the Bidder

2 Bid submitted for (NIT No)

5 BIDDERS DETAILS

(a) Address for communication

(b) Contact No. (Mobile)

(C) e-mail Address

(d) Professional tax registration No.

(e) Professional Tax Clear Upto

(f) GST Registration No.

(g) GST return submitted upto

(i) Income tax return submitted Upto

(j) Trade License (Last valid)

(a) Name of drawee bank

(b) e Proc Ref No.

(d) NEFT/RTGS / Net banking Ref No

(f) Tender Processing fees Ref No.

(g) Tender Processing fees Date

7 Credential for similar nature of work. (To be supported with work order & completion report / Payment Certificate)

(a) Name of Work executed

(c) Name of Department where executed

(d) Amount put to tender

(e) Amount of final Bill

(f) Work order No.

(g) Date of Completion

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Tender Inviting Authority: Additional Executive Officer, Birbhum Zilla Parishad, Suri, Birbhum, 731101

Name of Work: Installation of Submersible with Pipeline Near Kali and Shib Mandir at Kalipur Vill under Karidha G.P. M Amaipur within Suri-I P.S. J 113 P687 (15th C.F.C. 2025-26) (A.C. No. - 127362518)

Contract No: WBZP-BHM-N-84-05

Name of the Bidder/ Bidding Firm / Company :

Sl. No. Item Description Item Code / Make Quantity Units Estimated Rate in Rs. P Addition / Deduction Addition / Deduction Values Currency Convertion against each Item Quoted Currency in INR / Other Currency BASIC RATE In Figures To be entered by the Bidder Rs. P Excise Duty VAT Freight Charges ( Unloading & Stacking) Any Other Taxes/Duties/Levies Other Taxes 2 IIIrd Party i.e DGS&D / RITES etc Inspection Charges @0.34%+Service Tax Less for Cenvat Credit,if any respect of Supplies Under full Excise Duty Category

1.01 Installation of Submersible with Pipeline Near Kali and Shib Mandir at Kalipur Vill under Karidha G.P. M Amaipur within Suri-I P.S. J 113 P687 (15th C.F.C. 2025-26) (A.C. No. - 127362518) BI01010001010000000000000515BI0100001113 Nos Excess(+) Full Conversion INR

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Tender Sechedule for Installation of Submersible with Pipeline Near Kali and Shib Mandir at Kalipur Vill under Karidha G.P. M Amaipur within Suri-I P.S. J 113 P687 (15th C.F.C. 2025-26) (A.C. No. - 127362518)

NIT No. : BHM/N-84/2025-26 Sl No : 05

Sl. No. Description of items Unit Quantity Rate Amount in Rs.

1 Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. (a) Depth of excavation not exceeding 1,500 mm. %Cum 12.89

2 Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work) (a) With earth obtained from excavation of foundation. %Cum 3.93

3 Filling in foundation or plinth by fine sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity) %Cum 2.94

4 Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches. Sqm 21.59

5 Cement concrete with graded stone ballast (40 mm size excluding shuttering) In ground floor (a) 1:3:6 proportion Cum 0.81

6 Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes. Cum 6.29

7 Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor) (a) 25 mm to 30 mm shuttering without staging in foundation Sqm 26.3

8 Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction. (a) For works in foundation and upto roof of ground floor/upto 4 m (i) Tor steel/Mild Steel II. (JSW/JSPL/SHYAM/SRMB/BMASL/ELECTROSTEEL/SSL) MT 0.0000 54753.23

9 Artificial stone in floor, dado, staircase etc with cement concrete (1:2:4) with stone chips, laid in panels as directed with topping made with ordinary or white cement (as necessary) and marble dust in proportion (1:2) including smooth finishing and rounding off corners including raking out joints or roughening of concrete surface and application of cement slurry before flooring works using cement @ 1.75 kg/sq.m all complete including all materials and labour. 3 mm. thick topping (High polishing grinding on this item is not permitted with ordinary cement). Using grey cement (i) 25 mm. thick (a) Ground Floor Sqm 19

10 M.S. structural works in columns, beams etc. with simple rolled structural members (e.g. joists, angle, channel sections conforming to IS: 226, IS: 808 & SP (6)- 1964 connected to one another with bracket, gussets, cleats as per design, direction of Engineer-incharge complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc welding conforming to IS: 816- 1969 & IS: 1995 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour required for the work including all incidental chages such as electricity charges, labour insurance charges etc. I) For structural members of specified sections weighing less than 22.5 Kg./m MT 0.6000 72603

III) For built up sections / srtuctural members of specified sections weighing not less than 22.5 Kg./m MT 0.2000 75266

11 Drilling holes of requisite diameter in R.S. joists channels, tees. Plates etc. ii) Extra for drilling beyond depth of 10mm (b) (I) Dia.above 12mm and depth upto 10 mm. Each 32

12 Holding down bolt with nut including 100 x 100 x 6 mm plate washer at bottom fitted complete and packing the hole with cement concrete or cement grout as directed. (i) 16 mm dia bolt (b) 450 mm long Each 32

13 Supplying 1.5mm thick M.S. sheet fitted and fixed on one or both faces of M.S./ W.I. gate etc. with point welding at not more than 150mm apart complete in all respect as per design including cost of all labour and materials Sqm 7.07

14 Supplying, fitting & fixing Zn-Al alloy (55% Al & 45% Zn) coating of 150 grams per sq. metre (followed by colour coated on both side) steel sheet work having minimum yield strength of 550 Mpa of trapizoidal profile of approved make (excluding the supporting frame work) fitted and fixed with 55 mm & 25 mm self tapping screw, EPDM Washer 16 mm dia & 3 mm th. washer etc. complete with 150 mm end lap and one corrugation minimum side lap. (Payment to be made on area of finished work). (i) In Roof:- a) With 0.5 mm thick sheet Sqm 6.48

15 Supplying, fitting, fixing, Chain link fencing of approved quality with R.C.C posts wooden posts or iron posts by means of galvanised "C" clips to grid of horizontal strands of galvanised high tensile spring steel wire of 12 S.W.G which have to be tensioned and fixed to the vertical posts by means of galvanised special clips, bolts and nuts etc. 25 mm. x 25 mm. x 12 g. Sqm 21

16 Plaster( to wall, floor, Ceiling etc) with sand and cement morter in/c rounding off or chamfering corners as directed and racking out joints or roughening of concrete surface including throating , nodsing and drip course where necessary At Ground Floor (i) With 1:4 cement mortar 10 mm thick Plaster Sqm 1.44

(ii) With 1:6 cement mortar 20 mm thick Plaster Sqm 22.95

17 Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. Sqm 24.39

18 Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc. Sqm 100.84

19 Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary : (b) On steel or other metal surface : With super gloss (hi-gloss) -Two coats (with any shade except white) Sqm 100.84

20 Mobilisation and transportion of the Rig machine and its accessories and others materials, etc. to the site LS 1

21 Drilling of bore holes by a suitable Down The Hole (DTH) cum mud rotary combination rig with foam and mud drilling including collection of lithological surplus with maintaining the time log for drilling through different strata as directed by the Engineer in Charge a) Drilling of 250 mm dia. borehole suitable for lowering 200 mm internal dia, casing pipe lowering through overburdens of clay / consolidated moorum / consolidated laterite / fragmented granite etc. formation including overburden Metre 320.60 upto 1 metre beyond depth of overburden. Mtr 50 16030

b) Drilling of 165 mm dia. through fissure, consolidated hard rock strata with necessary valve hammer and with necessary air pressure from beyond 1 metre overburden to 200m below G.L. Mtr 162

22 Supply of PVC pipes & fittings Schedule 80 (medium duty) conforming to ASTMD - 1785 and threaded to match with GI Pipes as per IS : 1239 (Part - I). (A) PVC Pipes (Dia) (ii) 200 mm Mtr 50

23 Supplying, fitting and fixing G.I. cap at top (i) 200 mm No 1

24 Washing and developing tube well with air compressor pump and engine for 8 (eight) hours continuous pumping per day with necessary arrangements for testing the yield in gallons per hour with 'V' notch including hire and labour charges for all tools and plants and scaffolding as required. Day 1

25 Supplying, fitting and fixing 300 mm M.S. housing clamp of approved quality. No 1

26 Supplying, fitting and fixing PVC pipes for underground work of approved make of Schedule 80 (medium duty) conforming to ASTMD - 1785 and threaded to match with GI Pipes as per IS : 1239 (Part - I). with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbo, nipple, longscrew, reducing socket, reducing tee, short piece etc. fitted including cost of all materials ,jointing materials, cutting pipes, making threads ,cutting trenches upto 1.5 metre below surface in all sorts of soil and refilling the same as directed complete in all respect. (Payment will be made on the centre line measurement of the total pipe line including all specials No separate payment will be made for accessories, specials.) PVC Pipes (Dia) (i) 25 mm Mtr 44.32

(ii) 40 mm Mtr 416.25

(iii) 50 mm Mtr 105

(iv) 80 mm Mtr 25

27 Supplying, fitting and fixing 2.0 H.P. water cooled Submersable pump capacity Set 1

28 Supply of 1.5 Hp Single phase 230 volts control Panel Box No 1

29 Supply & delivary of 2.5mm 3core flat cable Mtr 100

30 Collecting sample of water for bacteriological and chemical test from any depth at any time during execution of work including hire and labour charges for tools and plants and sterilising the equipments, paying all charges and fees, testing etc. complete in all respect as per direction. LS 1

31 Brick work with 1st class bricks in cement mortar (1:6) (a) In foundation and plinth Cum 0.94

32 Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes. Cum 1.56

33 Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. Sqm 12

34 125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor. (a) Ground Floor Sqm 6.3

35 Supplying, fitting & fixing UPVC pipes A- Type and fittings conforming to IS:13592-1992 with all necessary clamps nails, including making holes in walls, floor etc. cutting trenches in any soil through masonry concrete structures etc if necessary and mending good damages including joining with jointing materails (Spun Yarn, Valamoid/Bitumen/M-Seal etc) complete. UPVC Pipes: (i) 100 mm. Dia Mtr 14.4

36 Supplying, fitting and fixing Peet's valve fullway gunmetal standard pattern best quality of approved brand bearing I.S.I. marking with fittings (tested to 21 kg per sq. cm.). (i) 80 mm dia No 1

37 Supplying, fitting and fixing bib cock or stop cock. Polythene Bib Cock / Stop Cock (HD) with metal inlet (EMCO / ATLAS or equivalent) 15 mm No 12

38 Supplying P.V.C. water storage tank of approved quality with closed top with lid (Black) - Multilayer (ii) 5000 litre capacity No 1

39 Labour for hoisting plastic water storage tank. (ii) Above 1500 litre upto 5000 litre capacity. (a) Upto 1st story from G.L. No 1

40 Labour for punching hole in plastic water storage tank upto 50 mm dia. No 5

41 Geophysical investigation of the acquifer by electrologging system with all tools and plants as necessary including supply of necessary report. Each test 1

Add 18% for Goods & Service Tax 151032

Add 1% for Labour Welfare Cess 9901

District Engineer Birbhum Zilla Parishad