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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹84.6 LAccepted-Finance 74 DHURA RESHEP BAZAR P O MANGPO DARJEELING | DARJEELING | WEST BENGAL | 734001 | ₹84.6 L | L1 | Accepted-Finance Being L1 |
| 2 | L2₹84.6 LRejected-Finance BANSBOTAY LODHAMA DARJEELING | DARJEELING | DARJEELING | WEST BENGAL | ₹84.6 L | L2 | Rejected-Finance Being L2 |
| 3 | L3₹84.6 LRejected-Finance | ₹84.6 L | L3 | Rejected-Finance Being L3 |
Tender Value
₹84.6 L
EMD Value
₹1.7 L
Closing Date
13 Jan 2026, 3:55 pmClosed
Executive Engineer TED
OFFICE OF THE EXECUTIVE ENGINEER TAKDAH ENGINEERING DIVISION 6TH MILE NAYA BUSTY, DARJEELING GTA
Construction of Play Ground at Agamsingh Giri Junior High School,74 Dhura, Mungpoo ,under R.R. Block,GTA.
2025_GTA_977331_1
GTA/EE/TED/NIeT-09(1st Call)/e-Tender/2025-26
Open Tender
CIVIL WORKS
120 days
Takdah
AS PER NIeT
4 documents required · 4 mandatory
₹84.6 L
₹1.7 L
Yes
6 Feb 2026
20 Dec 2025
16 Jan 2026
20 Dec 2025
13 Jan 2026
20 Dec 2025
Earthwork in cutting to form road section in correct profile including removal of spoils not exceeding initial lead of 50m and initial lift of 1.5m Mode of measurement: pre works and post works). (iii) In mixed hard soil (i,e hard moorum and soil containing laterite and boulders which do not require blasting)
Earth work in excavation of foundation trenches or drains in all sorts of soil (including mixed soil but excluding laterite or sand stone) 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(a) Depth of excavation not exceeding 1.500 mm..
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)b) With earth obtained by fresh excavation (including cost of excavation upto 1,800 mm. depth) from land arranged by the Deptt. within a lead of 100 m.
Single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.
(I) Cement concrete with graded stone ballast (40 mm size) excluding shuttering.In ground floor.(B) With N.B variety stone metal.(a) 1:3:6 proportion.
Plum concrete work with 40 % cement concrete with 30 mm down graded stone metal and 60 % stone boulder of size 150 mm and above, placed in position as directed excluding shuttering if any.
Ordinary cement concrete (mix 1:1.5:3) with graded stone chips (20mm nominal size) excluding shuttering and inforcement, if any, in ground floor as per relevant codes.(ii) River bazree.
Hire and labour charge for shuttering with centreing and necessary staging up to 4 m. using approved stout props and thick hard wood planks of approved thick ness with required bracing for concrete slabs, beams, columns, lintels curved or staight including fitting fixing and striking out after complection of works. (up to roof of ground floor).(a) 25 mm. to 30 mm. thick wooden shuttering as per decision & direction of the Engineer-in-charge
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(a) For works in foundation and upto roof of ground floor/upto 4 m SAIL/ TATA/RINL
M.S. structural works in columns, beams etc. with simple rolled structural members (e.g. joists, angle, channel sections conforming to IS: 226, IS: 808 & SP (6)- 1964 connected to one another with bracket, gussets, cleats as per design, direction of Engineer-incharge complete including cutting to requisite shape and length,fabrication with necessary bolting, metal arc welding conforming to IS: 816- 1969 & IS: 1995 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour required for the work including all incidental chages such as electricity charges, labour insurance charges etc.brand conforming to IS:814- 2004, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour required for the work including all incidental chages such as electricity charges, labour insurance charges etc.
Double kontted wove wire 2.1 m height (17 bars) vertical 300 mm apart horizontal spacing starting from 88 mm ending 200 mm top and bottom wire 10g and all other intermediate and upright wire 9g with finished border 2 ply twisted fencing complete including tightening and fixing the same to posts with staples at every bar including cost of cutting and of lapping joints in net as necessary including cost of staples and wove wire..100 mm dia (internal)
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