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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.0 LAccepted-Finance VILL KOMNAGAR P O PS HARIHARAPARA MSD | KALIMPONG | WEST BENGAL | 734008 | ₹12.0 L | L1 | Accepted-Finance L1 |
| 2 | L2₹12.0 LRejected-Finance | ₹12.0 L | L2 | Rejected-Finance L2 |
| 3 | L3₹12.0 LRejected-Finance VILL RAMRAMPUR P O RAMPURHAT P S RAMPURHAT DIST BIRBHUM PIN 731224 | BIRBHUM | WEST BENGAL | 731224 | ₹12.0 L | L3 | Rejected-Finance L3 |
Tender Value
₹12.0 L
EMD Value
₹24,000
Closing Date
21 Feb 2026, 10:00 amClosed
ADDITIONAL EXECUTIVE OFFICER
BIRBHUM ZILLA PARISHAD, SURI, BIRBHUM, 731101
Installation of Submersible Pump with Pipeline at Bonhat Sukur Sekh House under Banhat G.P. within Rampurhat-II P.S.
2026_ZPHD_998080_12
WBZP-BHM-N-80-2025-26
Open Tender
CIVIL WORKS
60 days
SURI
As Per NIT
7 documents required · 7 mandatory
₹5,000
₹24,000
9 Mar 2026
7 Feb 2026
24 Feb 2026
7 Feb 2026
21 Feb 2026
7 Feb 2026
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
* NB- Filled up properly & Upload in .xls format.
Tender Schedule for Installation of Submersible Pump with Pipeline at Bonhat Sukur Sekh House under Banhat G.P. within Rampurhat-II P.S. (15th C.F.C. 2025-26) (A.C. No. – 127363249)
NIT No. : BHM/N-80/2025-26 Sl No : 12
Sl. No. Description of items Quantity Rate Unit Amount in Rs.
1 Labour for boring tube well of required dia. by water jet system through any type of soil strata including hire and labour charges for boring pipes, scaffolding, tools and plants as necessary and taking out them and lowering pipes, strainers, blind pipe etc. and fitting and fixing the same complete including bucket washing and other incidental works in the connection. The tube well should have a minimum 50 mm gap in between the outside of the tubewell pipe and the bore.
(c) For depth upto 150 metre for 80 mm dia. tube well wuth top enlargement of 150 mm dia.
(ii) 150 mm dia. boring etc. top enlargement 109.8 Mtr 75213
2 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)
3 Supplying PVC strainer of approved make with adapter conforming to I.S.12818 specifications 150mm dia 18.3 Mtr 14054
4 Supplying, fitting and fixing steel cutter piece upto 450 mm long with sockets. (i) 75 mm dia 1 No 403
5 Supplying, fitting and fixing heavy type bell mouth reducing socket. 75 mm X 150 mm 1 No 616
6 Supplying, fitting and fixing G.I. cap at top (i) 150 mm 1 No 503
7 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. 2 Day 15076
8 Packing the annular space between the outside of the tube well pipes & strainers and the bore with pea size washed gravel of approved quality having size from 2 mm to 5 mm or the size approved by the Engineer-incharge including cost of all materials labour and equipment complete. Note: Initial 6 m. of Annular space between the housing pipe and the bore should not be shrouded with Pea size gravel to avoid contamination with surface water. 8.15 Cum 16536
9 Packing annular space between the outside of the housing pipe and the bore with puddled clay balls of approved size as per direction of the Engineer-in-charge with cost of all materials and labour complete. 0.47 Cum 196
10 Supplying, fitting and fixing 300 mm M.S. housing clamp of approved quality. 1 No 2235
11 Supplying, fitting and fixing 2.0 H.P. water cooled Submersable pump capacity (CORA 2C/30+LX PLUS(S)100-14/22) 1 Set 24120
12 Supply of 1.5 Hp Single phase 230 volts control Panel Box (L&T make) (Type-MU-G6 DOL)(Cat. No.- SS97756COTO) 1 No 5800
13 Supply & delivary of 2.5mm 3core flat cable 80 Mtr. 6916
14 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
15 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. 11927 %Cum 3140
16 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. 7.34 %Cum 569
17 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) 5.72 %Cum 3275
18 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. 69.97 Sqm 1679
19 Cement concrete with graded stone ballast (40 mm size excluding shuttering) In ground floor (a) 1:3:6 proportion 4105.5 Cum 4763
20 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. 14.09 Cum 63065
21 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. 4976.83 Cum 24735
22 Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. 28.13 Sqm 7483
23 125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor. 12.15 Sqm 7102
24 Brick work with 1st class bricks in cement mortar (1:6) (a) In foundation and plinth 0.94 Cum 3946
25 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 58.68 Sqm 12030
26 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) 0.2000 55065.71 MT 15931
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 30.25 Sqm 7260
28 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 0.6000 72603 MT 109732
II) For built up sections / srtuctural members of specified sections weighing not less than 22.5 Kg./m 0.0000 75266 MT 15467
29 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. 32 Each 480
30 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 32 Each 5280
31 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 7.49 Sqm 9767
32 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 6.48 Sqm 5806
33 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. 21 Sqm 7707
34 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.(i) With 1:4 cement mortar 10 mm thick Plaster 23.76 Sqm 2840
(ii) With 1:6 cement mortar a) 20 mm thick Plaster 38.4 Sqm 5750
35 Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. 62.16 Sqm 2035
36 Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc. 96.88 Sqm 2810
37 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) 96.88 Sqm 7654
38 Supplying, fitting & fixing UPVC pipes A- Type and fittings conforming to IS:13592-1992 with all necessary clamps nails, including making holes inwalls, 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. A) UPVC Pipes: (i) 110 mm. Dia. 31.5 Mtr 7907
39 Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 for Rural Roads of MORD 2.7 cum 2824
40 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)
(iii) 50 mm 220 Mtr 88660
41 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 18 No 3042
42 Supplying P.V.C. water storage tank of approved quality with closed top with lid (Black) - Multilayer (ii) 5000 litre capacity 1 No 27046
43 Labour for hoisting plastic water storage tank. (ii) Above 1500 litre upto 5000 litre capacity. (a) Upto 1st story from G.L. 1 No 154
44 Labour for punching hole in plastic water storage tank upto 50 mm dia. 4 No 76
Add 18% for Goods & Service Tax Rs.
Add 1% for Labour Welfare Cess Rs.
District Engineer Birbhum Zilla Parishad
Sl. No. Reference Description of items Quantity Rate Unit Amount in Rs.
1 Page No.- TW-7 Item No.- 03 of PHE SOR Mobilisation and transportion of the Rig machine and its accessories and others materials, etc. to the site 1 LS
2 Page No.- 06, Item No.- 9 of WRI&DD SOR 2018 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.
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. 160 Mtr.
3 Page No.- 13, Item No.- 19(III) of PWD SOR VOLUME II 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 2134 Mtr
4 Page No.- 54, Item No.- 18 of PWD SOR VOLUME II Supplying, fitting and fixing G.I. cap at top (i) 200 mm 1 No
5 Page No.- 53, Item No.- 12 of PWD SOR VOLUME II Supplying,fitting and fixing check valve (horizontal) G.M. tested to 21 kg per sq. cm. (i) 40 mm 1 No
6 Page No.- 55, Item No.- 20 of PWD SOR VOLUME II 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. 2 Day
7 Page No.- 56, Item No.- 27 of PWD SOR VOLUME II Supplying, fitting and fixing 300 mm M.S. housing clamp of approved quality. 1 No
8 Page No.- 13, Item No.- 19(II) of PWD SOR VOLUME II 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) (iii) 40 mm 60 Mtr
9 LMR Supplying, fitting and fixing 2.0 H.P. water cooled Submersable pump capacity . 1 Set
10 LMR Supply of 1.5 Hp Single phase 230 volts control Panel Box . 1 No
11 LMR Supply & delivary of 2.5mm 3core flat cable 100 Mtr.
12 Page No.- 1, Item No.- 2 of PWD SOR VOLUME I 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. 0.25 %Cum
13 Page No.- 47, Item No.- 3 of PWD SOR VOLUME I 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. 1.25 Sqm
14 Page No.- 34, Item No.- 22(I)(A)(a) of PWD SOR VOLUME I, 3rd & 6th Corrigenda Cement concrete with graded stone ballast (40 mm size excluding shuttering) In ground floor (a) 1:3:6 proportion 0.13 Cum
15 Page No.- 15, Item No.- 8 of PWD SOR VOLUME I, 3rd & 6th Corrigenda Brick work with 1st class bricks in cement mortar (1:6) (a) In foundation and plinth 0.94 Cum
16 Page No.- 26, Item No.- 10(i) of PWD SOR VOLUME I, 3rd & 6th Corrigenda 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
17 Page No.- 42, Item No.- 36 of PWD SOR VOLUME I 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 2.5 Sqm
18 Page No.- 43, Item No.- 40 of PWD SOR VOLUME I, 6th & 10th Corrigenda 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 MT
19 Page No.- 189, Item No.- 1 of PWD SOR VOLUME I, 3rd & 6th Corrigenda 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 (i) With 1:6 cement mortar a) 20 mm thick Plaster Sqm
20 Page No.- 192, Item No.- 15 of PWD SOR VOLUME I Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. 32.74 Sqm
Sub-Assistant Engineer Birbhum Zilla Parishad
Select, At Par, Excess (+), Less (-) IOCL Select Excess (+) Less (-) Excess (+) Less (-)
Tender Inviting Authority: Additional Executive Officer, Birbhum Zilla Parishad, Suri, Birbhum, 731101
Name of Work:Installation of Submersible Pump with Pipeline at Bonhat Sukur Sekh House under Banhat G.P. within Rampurhat-II P.S. (15th C.F.C. 2025-26) (A.C. No. – 127363249)
Contract No: WBZP-BHM-N-80-12
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 with Pipeline at Bonhat Sukur Sekh House under Banhat G.P. within Rampurhat-II P.S. (15th C.F.C. 2025-26) (A.C. No. – 127363249) BI01010001010000000000000515BI0100001113 Nos Excess(+) Full Conversion INR
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