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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹44.0 LAccepted-Finance VILL PARATPUR PO GHORATORI | ₹44.0 L | L1 | Accepted-Finance L1 |
| 2 | L2₹44.8 L+₹86,768.04 (1.97%)Rejected-Finance | ₹44.8 L+₹86,768.04 (1.97%) | L2 | Rejected-Finance L2 |
| 3 | L3₹44.9 L+₹93,511.67 (2.13%)Rejected-Finance 131 NILMONI BHATTACHARJEE LANE KADAL BERHAMPORE MURSHIDABAD W B PIN 742102 | BERHAMPORE | MURSHIDABAD | WEST BENGAL | 742102 | ₹44.9 L+₹93,511.67 (2.13%) | L3 | Rejected-Finance L3 |
| 4 | L4₹45.0 L+₹97,557.84 (2.22%)Rejected-Finance | ₹45.0 L+₹97,557.84 (2.22%) | L4 | Rejected-Finance L4 |
Tender Value
₹45.0 L
EMD Value
₹90,000
Closing Date
18 Feb 2026, 10:00 amClosed
ADDITIONAL EXECUTIVE OFFICER
BIRBHUM ZILLA PARISHAD, SURI, BIRBHUM, 731101
Construction of Road from Daranda Malpara Adhopara to Kamarpara under Illambazar G.P. within Illambazar P.S.
2026_ZPHD_998072_9
WBZP-BHM-N-78-2025-26
Open Tender
CIVIL WORKS
Percentage
60 days
SURI
As Per NIT
7 documents required · 7 mandatory
₹5,000
₹90,000
27 Mar 2026
4 Feb 2026
20 Feb 2026
4 Feb 2026
18 Feb 2026
4 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 Construction of Road from Daranda Malpara Adhopara to Kamarpara under Illambazar G.P. within Illambazar P.S. (15th C.F.C. 2025-26) (A.C. No. - 127360736)
NIT No. : BHM-N-78-2025-26 Sl. No. -09
Sl No Description of items Unit Quantity Rate (Rs) Amount (Rs.)
1 Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specifications Clause 201 for Rural Roads of MORD.(II) By Mechanical Means a) In area of non-thorny jungle Hectare 0.48
2 Dressing and chilchilling road flank in/c cutting and filling with earth upto 150mm or thickness finished with outwards cross grade of 1in 30. Sqm 3672
3 By Mix in Place Method :Construction of granular sub-base by providing graded material, mixing by mix in place method with Rotavator at OMC, spreading in uniform layers with Motor grader on prepared surface in proper grade and camber, compacting with vibratory roller to achieve the desired density, including lighting, guarding, barricading, including cost of all materials, machinery, tools and plants including cost of quality control complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).i) Grade III: cum 1546.58
(ii) GSB: Grade-IV cum 1505.85
4 Supplying and laying Polythene Sheet (150gm/sq.m.) over damp proof course or below flooring or roof terracing or in foundation trenches. Sqm 3672
5 Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ply wood/steel sheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts of minor structure including culvert, box culvert, cross-drain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction.(b) Where staging is not required. Sqm 1441.2
6 Providing and laying Design Mix concrete for plain / reinforced concrete work in any part of bridge (excluding bottom plugging) with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete but excluding cost of labour and materials for formwork & reinforcement works. M-30 Grade cum 734.4
7 Supplying and laying thermocol sheet.(20mm thick) Sqm 244.8
8 Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 for Rural Roads of MORD. (Mode of measurement: pre works and post works) cum 2880
9 Providing close Eucalyptus bullah pilling consisting of 150mm dia (50%) & 100 mm dia (50%) bullah of length 2.40mtr. (1.5m driven & 0.90mtr. Exposed) at 650mm c/c & provided with two horizental half splice 100mm dia bullah runner fixed with nail & bolts etc providing 2.5mtr. long Eucalyptus tiles of 2.00mtr. centre to centre fixed with tie post driven 1.50mtr. below G.L. including cost of all materials & two coat of coating of all ballah etc complete as per direction. (including cost of providing filling & proper laying the cement bag average 0.75m width) Mtr 105 231635.25
10 Providing and erecting direction and place identification retro- reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing and Clause 801 of Specifications for Road & Bridge Works of MoRT&H (5th Revision) Sqm 2.16
11 Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 for Rural Roads of MORD including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. cum 104
12 Sand filling in foundation trenches and at the back of abutments, wing-walls etc. with good local sand free from earth in layers not exceeding 15 cm. including inundating each layer by profuse water and poking and ramming layer by layer complete including supply of sand. Quality of sand is to be approved by the Engineer-in-charge. cum 2.04
13 Supplying and laying Polythene Sheet (150gm/sq.m.) over damp proof course or below flooring or roof terracing or in foundation trenches. Sqm 24
14 Providing and laying Design Mix concrete for plain / reinforced concrete work in any part of bridge (excluding bottom plugging) with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete but excluding cost of labour and materials for formwork & reinforcement works. M-15 Grade cum 5.83
15 Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ply wood/steel sheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts of minor structure including culvert, box culvert, cross-drain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction. (b) Where staging is not required. Sqm 214
16 Providing and laying reinforced cement concrete pipe NP3 with spigot socket for culverts on first class bedding of granular material in single row including fixing with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106 for Rural Roads of MORD. 450mm Dia Mtr. 25
17 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 c)With 4:1 cement morter ; 10 mm thick. Sqm 25
18 Neat cement punning about 1.5 mm. thick in wall, dado, window, sills, floor, drain etc. NOTE : Cement 0.152 cu.m. per 100 sq.m. Sqm 25
Add 18% for Goods & Service Tax
Add 1% for Labour Welfare Cess
District 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: Construction of Road from Daranda Malpara Adhopara to Kamarpara under Illambazar G.P. within Illambazar P.S. (15th C.F.C. 2025-26) (A.C. No. - 127360736)
Contract No: WBZP-BHM-N-78-09
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 Construction of Road from Daranda Malpara Adhopara to Kamarpara under Illambazar G.P. within Illambazar P.S. (15th C.F.C. 2025-26) (A.C. No. - 127360736) BI01010001010000000000000515BI0100001113 Nos Excess(+) Full Conversion INR
Total in Figures
Quoted Rate in Figures Select
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