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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.9 LAccepted-AOC KAITHA NALHATI BIRBHUM | ₹5.9 L | L1 | Accepted-AOC L1-AOC |
| 2 | L2₹6.0 L+₹17,030.13 (2.90%)Rejected-Finance | ₹6.0 L+₹17,030.13 (2.90%) | L2 | Rejected-Finance L2 |
| 3 | L3₹6.0 L+₹17,636.18 (3.00%)Rejected-Finance | ₹6.0 L+₹17,636.18 (3.00%) | L3 | Rejected-Finance L3 |
| 4 | L4₹6.1 L+₹17,939.21 (3.06%)Rejected-Finance | ₹6.1 L+₹17,939.21 (3.06%) | L4 | Rejected-Finance L4 |
| 5 | L4₹6.1 L+₹17,939.21 (3.06%)Rejected-Finance HOSPITAL ROAD DUTTA PATTY P O DIST ALIPURDUAR 736121 | ALIPURDUAR | ALIPURDUAR | WEST BENGAL | 736121 | ₹6.1 L+₹17,939.21 (3.06%) | L4 | Rejected-Finance L4 |
Tender Value
₹6.1 L
EMD Value
₹12,121
Closing Date
2 Feb 2026, 5:00 pmClosed
BDO, KRANTI BLOCK, JALPAIGURI
Executive Officer and Block Development Officer, Kranti Development Block.,P.O. Khayranti, Dist. Jalpaiguri, PIN-735218, West Bengal
CONSTRUCTION OF CC DRAIN FROM HOUSE OF SOMRA MUNDA TO PHALJHORA RIVER. APAS ID APAS/01/020/212/0001
2026_ZPHD_992998_5
WB/58/APAS-34/BDOKNT/25-26
Open Tender
CIVIL WORKS
Percentage
15 days
KRANTI BLOCK AREA
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹12,121
Yes
15 Jul 2026
22 Jan 2026
5 Feb 2026
22 Jan 2026
2 Feb 2026
22 Jan 2026
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. (PWD Building-P-1, SL-2)
Cement concrete with 30mm graded shingles excluding shuttering in ground floor (a) 1:3:6 proportion (B) with NB varity (P-34,SL-22(II),PWD)
Ordinary cement concrete mix (1:1.5.3) with graded stone chips (20mm minimum size) excluding shuttering and reinforcement if any in ground floor as per relevant IS Code (a) River Bazree (PWD building , SL-4, P-315)
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 drawingand direction. (PWD bulding-Sl-40, Page-43) II, Other than TATA/SAIL/RINL
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, crossdrain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as perspecification and direction. (PWD Building, P-322, SL-18.05)
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], 1:4, 10mm (PWD-Page-189,SL-01)
Providing 1.50mm thk neat cement finish …(Sl-15, Page-192, PWD building )
Providing weep holes in Brick masonry / Plain / Reinforced concrete abutment, wing wall / return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20Htowards drawing face. Complete as per drawing and Technical specifications. (PWR ROAD , PAGE-304, ITEM NO-13.03)
Earthwork in filling in foundation trenches and at the back of abutments with good earth (sandy soil) in layers not exceeding 15 cm. including watering and ramming layer by layer complete with earth obtained by fresh excavation from land arranged by Department beyond 150 m. but within 300 m. including all lifts. Earth to be approved by theEngineer-in-charge.(PWD building- Page-03, SL-03)
P-265, I-8.07:-Providing & fixing Concrete Sign Board as per IRC specification of size 900 x 750 x 37 mm. thick made with RCC 1:1½:3 with pakur variety stone chips reinforced with double layer IRC febric (75 x 75 mm. mesh) and fixed with necessary nuts & bolts on two RC precast posts 100 mm. x 150 mm. of height 2.65 m. of which top 750 mm. is of section 100 x 13 mm. and 1.90 metre above GL & 0.75 metre below GL including digging hole, repacking the same with cement concrete 1:3:6 with jhama khoa or 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. (The rate is inclusive of cost of reinforcement, concrete, shuttering, nuts & bolts, washer etc. complete.)
Add:- GST @ 18%
Add:- Labour Welfare Cess @ 1%
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