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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹3.3 LAdmitted-Finance | L1 | Admitted-Finance | ||
| 2 | L2₹3.4 L+₹9,775.79 (2.96%)Admitted-Finance | L2 | Admitted-Finance | ||
| 3 | L3₹3.4 L+₹10,459.41 (3.16%)Admitted-Finance | L3 | Admitted-Finance | ||
| 4 | Rejected-Technical | - | Rejected-Technical Insufficient credential |
Tender Value
₹3.4 L
EMD Value
₹6,836
Closing Date
2 Mar 2026, 6:00 pmClosed
EXECUTIVE OFFICER, COB-I PS
DHALUABARI, COOCHBEHAR.
CONSTRUCTION OF NEW SOURCE OF DRINKING WATER WITH STORAGE TANK OPERATED BY SOLAR/ELECTRIC POWER AT KASHIYABARI ALE-MIYA CHAR, BOOTH NO 8/183 WITHIN PANISALA G.P. UNDER COOCH BEHAR-I PANCHAYAT SAMITY (AAP 115633046).
2026_ZPHD_1012920_6
e-NIT No.- 50/COB I P.S./2025-26
Open Tender
CIVIL WORKS
Percentage
45 days
COOCHBEHAR-I BLOCK
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,100
₹6,836
COOCHBEHAR-I BDO OFFICE
5 Sept 2026
23 Feb 2026
5 Mar 2026
23 Feb 2026
2 Mar 2026
23 Feb 2026
25 Feb 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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. | - | Cum | 119.27 | - |
| 2 | 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) | - | Cum | 77.54 | - |
| 3 | Single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with powdered earth or local sand. | - | Sqm | 322 | - |
| 4 | (II) Cement concrete with 30 mm down graded shingles excluding shuttering. N.B. VarietyIn ground floor
(a) 1:3:6 proportion | - | Cum | 3,262.1 | - |
| 5 | 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. | - | Cum | 4,567.21 | - |
| 6 | 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 every inter-section, complete as per drawing and direction. (i) Tor steel/Mild Steel
I. SAIL/ TATA/RINL | - | MT | 61,172.4 | - |
| 7 | Hire and labour charges 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, beams, columns, lintels curved or straight including fitting, fixing and striking out after completion of works. (upto roof of ground floor)(f) 25mm. to 30mm. shuttering without staging in foundation etc. | 1 | SQM | 205 | ₹204.8 |
| 8 | Neat cement punning about 1.5mm thick in wall,dado,window sill,floor etc.
NOTE:Cement 0.152 cu.m per100 sq.m. | - | SQM | 32.71 | - |
| 9.1 | 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. (ii) 100 mm dia. boring etc. top enlargement | - | MTR | 426 | - |
| 9.2 | (i) 50 mm dia. boring etc. | - | MTR | 287 | - |
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