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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.2 LAccepted-Finance SAMUKTALA ALIPURDUAR | SAMUKTALA | ALIPURDUAR | WEST BENGAL | 736121 | L1 | Accepted-Finance L1 | |
| 2 | L2₹9.2 L+₹924.75 (0.10%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | L3₹9.2 L+₹2,219.41 (0.24%)Rejected-Finance BIRPARA ALIPURDUAR | L3 | Rejected-Finance L3 | |
| 4 | Rejected-Technical KUMARGRAM ALIPURDUAR | ALIPURDUAR | WEST BENGAL | - | Rejected-Technical EPF Challan not Submitted |
Tender Value
₹9.2 L
EMD Value
₹18,495
Closing Date
28 Jan 2026, 4:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
District Engineer, Alipurduar Zilla Parishad
Alipurduar Zilla Parishad
CONSTRUCTION OF COVERED DRAIN FROM NEW SOBHAGANJ JYOTI SANGHA TO THE HOUSE OF SWADESH DEBNATH UNDER CHAPARERPAR I GP WITHIN ALIPURDUAR ZILLA PARISHAD
2026_ZPHD_992037_1
NIT NO- WBZP/51-DE/APD/2025-26
Open Tender
CIVIL WORKS
Percentage
120 days
Chaparerpar I
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹18,495
Yes
Meeting Hall of Alipurduar Zilla Parishad
6 Apr 2026
21 Jan 2026
30 Jan 2026
21 Jan 2026
28 Jan 2026
21 Jan 2026
27 Jan 2026
Earthwork in excavation of foundation trenches or drains in all sorts of soil (including mixed soil but excluding laterite and sand stone) including removing, spreading and stacking of soils within a lead of 75m.as directed. The item includes trimming the sides of trenches, leveling, and dressing and ramming the bottom, bailing out water etc. as required, complete.Depth of excavation not exceeding 1500mm
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
(II) Cement concrete with 30 mm down graded shingles excluding shuttering. N.B. Variety In ground floor(a) 1:3:6 proportion
Hire and labour charge for shuttering with centreing and necessary staging upto 4 m. using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, columns, lintels curved or staight including fitting fiXing and striking out after complection of works. (up to 1st floor) 25 mm. to 30 mm. thick wooden shuttering without staging in foundation as per decission & direction of E-I-C.
Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/ staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface]. (iii) With 1:4 cement mortar. (c) 15 mm thick plaster
Providing weep holes in brick masonry/ plain/ reinforced concrete aboutment , wing wall/ return wall with 100 mm dia. AC pipe , extending through the full width of the structure with slope of 1V:20H towards drainage face as per drawing and technical specifications.
Cement concrete with 22 mm down graded shingles excluding shuttering. N.B. Variety In ground floor(b) 1:2:4 proportion
Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc. including supply of rods, 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 inter-section, complete as per drawing and direction.(b) EXtra for works beyound the roof of ground floor/ initial 4.0m ( JSW JSPL / Shyam / SRMB/ /SSL/ BMASL / Electrosteel)
Neat cement punningabout 1.5mmthick inwall, dado,window sill, floor etc.
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)
Providing & fixing concrete sign board as per IRC specification of size 900x750x37 mm thick made with RCC 1:1.5:3 with pakur variety stone chips reinforcement with double layer IRC febric ( 75 mm x 75 mm mesh ) and fixed with necessary nuts & bolts on two RC precast posts 100 mm x 15o mm of height 2.65 m of which top 750 mm is of section 100 x 13 and 1.90 m above GL & .75 m below G.L including digging hole repacking the same with cement concrete 1:3:6 with jhama khoa with local stone chips etc complete including painting two coats on both faces lettering sign marks etc as per direction of the Engineer in charge . ( Rate is inclussive of cost of reinforcement concrete shuttering nuts & bolts washer etc complete )
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