WBZP-BHM-N-83-01

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 Pump at Dristideep Sikshaniketan under Bonhat G.P. within Rampurhat-I P.S.

Contract No: WBZP-BHM-N-83-01

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 Pump at Dristideep Sikshaniketan under Bonhat G.P. within Rampurhat-I P.S. BI01010001010000000000000515BI0100001113 Nos Excess(+) Full Conversion INR

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Tender Schedule for Installation of submersible Pump at Dristideep Sikshaniketan under Bonhat G.P. within Rampurhat-I P.S.

NIT No. : BHM-N-83-2025-26 (2nd Call) Sl. No. - 01

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

1 Geophysical investigation of the acquifer by electrologging system with all tools and plants as necessary including supply of necessary report. 1 Each Test 8247

2 Mobilisation and transportion of the Rig machine and its accessories and others materials, etc. to the site 1 LS 8000

3 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. 40 Mtr 12824

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. 200 Mtr 201792

4 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) 150 mm 40 Mtr 85360

5 Supplying, fitting and fixing G.I. cap at top (i) 200 mm 1 No 563

6 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. 1 Day 7538

7 Supplying, fitting and fixing 300 mm M.S. housing clamp of approved quality. 1 No 2235

8 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. 1 LS 1231

9 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 30 Mtr 5730

(iii) 40 mm 72 Mtr 22392

(iv) 32 mm 20 Mtr 5000

10 Supplying, fitting and fixing 2.0 H.P. water cooled Submersable pump capacity 1 Set 24120

11 Supply of 1.5 Hp Single phase 230 volts control Panel Box 1 No 5800

12 Supply & delivary of 2.5mm 3core flat cable 100 Mtr 8645

13 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. 1.63 %Cum 195

14 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. 6.25 Sqm 150

15 Cement concrete with graded stone ballast (40 mm size excluding shuttering) In ground floor (a) 1:3:6 proportion 0.13 Cum 534

16 Brick work with 1st class bricks in cement mortar (1:6) (a) In foundation and plinth 0.94 Cum 3946

17 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. 0.23 Cum 1145

18 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 3.63 Sqm 745

19 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) 0.3999 55065.71 MT 694

20 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

(ii) With 1:6 cement mortar 20 mm thick Plaster 149.74 Sqm 1306

21 Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. 32.74 Sqm 286

22 Supplying, fitting and fixing bib cock or stop cock. Supplying, fitting and fixing alloy iron with brass spindle bib cock/ stop cock of approved brand and make, spray painted and tested to 21 kg per sq. cm. (i) 15 mm 3 No 507

23 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) 0.38 %Cum 218

24 Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. 5 Sqm 1330

25 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. 0.67 Cum 2999

26 125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor. (a) Ground Floor 1.21 Sqm 707

27 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 5 Sqm 1200

28 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) 110 mm. Dia 3.6 Mtr 904

Add 18% for Goods & Service Tax 74942

Add 1% for Labour Welfare Cess 4913

District Engineer Birbhum Zilla Parishad