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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.9 LAccepted-AOC GOYALGACHI PHANSIDEWA DIST DARJEELING | PHANSIDEWA | DARJEELING | WEST BENGAL | ₹3.9 L | L1 | Accepted-AOC AOC |
| 2 | L2₹3.9 LRejected-AOC GOYALGACHH PHANSIDEWA DIST DARJEELING | PHANSIDEWA | DARJEELING | WEST BENGAL | ₹3.9 L | L2 | Rejected-AOC AOC |
| 3 | L3₹3.9 LRejected-AOC GOYALGACHH PHANSIDEWA DIST DARJEELING | PHANSIDEWA | DARJEELING | WEST BENGAL | ₹3.9 L | L3 | Rejected-AOC AOC |
Tender Value
₹3.9 L
EMD Value
₹7,874
Closing Date
27 Jan 2026, 1:00 pmClosed
BLOCK DEVEPMENT OFFICER
PHANSIDEWA,DARJEELING
REPAIR OF CC ROAD FROM DILIP LAKRA HOUSE TO SHANTI TOPPO HOUSE AT SARKARGACHH SANSAD WITHIN HETMURI SINGHIJJHORA GRAM PANCHAYAT.APAS Id. No-APAS/01/027/107/0002, Job No-3
2026_DMD_990405_3
71 /BDO/PHD/APAS/HSGP/2025-26
Open Tender
CIVIL WORKS
30 days
HSGP
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹7,874
Yes
9 Mar 2026
19 Jan 2026
29 Jan 2026
19 Jan 2026
27 Jan 2026
19 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 75m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete.
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge . I. In all sorts of soil excluding marshy soil & rocks (soft or hard) by manual means. (a)upto 3m depth, (iv)Without pumping out water and shoring.
Weaving wire mattress as directed with wire of 4mm dia. and making sausage crate of required shape after tying all intersections i/c jointing longitudinal ends. Closing ends of sausage,carriage of wirte to site of work complete in all respect as per direction of the the Engineer in charge i/c cost of supply of G.I. wire ( with 100mmx100mmmesh)
Filling properly the empty sausage crates with boulders of any size & shape with hand packing after preparation of bed of placement,placing the crate in position,carriage of boulders from road stacks with a lead upto 150m etc.complete in all respect i/c stitching the rest of the crate with wire(passage for filling boulders) after filling up the crate with boulders and launching the crate in position if necessary and as directed by the Engineer-in-charge
Earthwork in excavation from borrow pits (land owned/arranged by the Department) and depositing in layers of 250 mm. including breaking clods in embankment works and to fill up back of abutments, depressions and ruts with an initial lead up to 50 m and initial lift up to 1.5 m making bunds at top as directed dressing complete. (Borrow pit measurement) (ii) In mixed soil (i,e. clay mixed with kankar, pebbles, moorum etc.) For compensation for earth for land owned and arranged by Contractor add ` 25.00 per m³ extra over rate of E/W for land owned / arranged by the Department & for royalty charge on earth @ ` 18.00 per m³ as per Govt. notification which will be paid on production of necessary documents in support of payment made towards the royalties. During initial payment of bill, a deduction @ ` 18.00 per m³ may be made.
Extra for manual compaction of earth by rammers / hand roller in 250 mm layers including watering etc. if required. (Borrow pit measurement).
Construction of Sub Base using Local Materials,spreading in uniform layers with Motor grader on prepared surface, including screening the metal as necessary, mixing by mix in place method with Rotavator at OMC, and compacting with vibratory roller to achieve the desired density, lighting,guarding and barricading including cost and carriage of all materials and making necessary earthen bundh of one metre wide on each side to protect the edges complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
Laying 150 mm to 200 mm boulder soling including rough dressing hand packing and ramming down small pieces in the interstics including rolling and preparing the bed to proper level and filling up all joints with sandy clay or earth.
Cement concrete (1:2:4) with graded stone ballast (20 mm size excluding shuttering) (B) With N.B. Variety stone metal.
Cement concrete (1:1.5:3) with graded stone ballast (20 mm size excluding shuttering). (B) With N.B. Variety stone metal.
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)
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..
Display Board (1.5" MS Pipe 6 ft. long, 6mm GI Sheet 2.5 ft. x 1.5 ft.) including writing, fitting, fixing with carring all other charges completed. ( L.S.)
Add GST @ 18 % on Total of Sl. 1.00 to Sl. 04.00
Add Labour welfare cess @ 1 % on Total of Sl.1.00 to Sl. 5
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