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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹20.7 LAccepted-Finance CHATHAT DARJEELING | ₹20.7 L | L1 | Accepted-Finance Quoted lowest rate |
| 2 | L2₹20.8 LRejected-Finance RAJDHARPARA G P | HOWRAH | WEST BENGAL | 711101 | ₹20.8 L | L2 | Rejected-Finance Unsuccessful bidder |
| 3 | L3₹20.8 LRejected-Finance BIDHANNAGAR GRAM PANCHYAT BIDHANNAGAR DARJEELING PRADNAN BIDHANNACAR 1G P | JALPAIGURI | WEST BENGAL | 734001 | ₹20.8 L | L3 | Rejected-Finance Unsuccessful bidder |
| 4 | L4₹20.8 LRejected-Finance BIDHANNAGAR DARJEELING PIN 734425 | DARJEELING | DARJEELING | WEST BENGAL | 734425 | ₹20.8 L | L4 | Rejected-Finance Unsuccessful bidder |
Tender Value
₹20.8 L
EMD Value
₹41,545
Closing Date
22 Jan 2026, 11:25 amClosed
Disrict Engineer, SMP
SILIGURI MAHAKUMA PARISHAD 3, HAREN MUKHERJEE ROAD, HAKIMPARA NEAR KANCHANJUNGHA STADIUM, SILIGURI-734001
Construction of Paver block road from Chathat Kali Mandir towards fish market Chathat sansad with in Chathat Basgaon GP in Phansidewa Block.
2026_ZPHD_984942_7
34-DE/SMP/2025-26
Open Tender
CIVIL WORKS
60 days
Chathat Basgaon GP in Phansidewa Block
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹41,545
Yes
20 Feb 2026
7 Jan 2026
27 Jan 2026
8 Jan 2026
22 Jan 2026
8 Jan 2026
Item No.- 02(a), Page No: 01 (As per Building schedule) (With effect from – 01/11/2017)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.
Item No. 04 , Page No: 24 (As per Building schedule) [With effect from 01.11.2017]Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes. (b) River bazree
Item No. 18.05 , Page No: 332 (As per Road & BridgeWorks schedule) [With effect from 30.08.2018]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 per specification and direction. (b) Where staging is not required.
Item No. 4.09 (iv) , Page No: 247 (As per Road & Bridge Works schedule) (With effect from –Construction of Sub Base using Local Materials,spreading in uniform layers with Motor grader onprepared surface, including screening the metal asnecessary, mixing by mix in place method withRotavator at OMC, and compacting with vibratoryroller to achieve the desired density, lighting,guarding and barricading including cost andcarriage of all materials and making necessaryearthen bundh of one metre wide on each side toprotect the edges complete as per Clause 401 ofSpecifications for Road & Bridge Works of MoRT&H(5th Revision).
Item No. 48 , Page No:75 (As per Building schedule) [With effect from 01.11.2017]Supplying &laying as per IRC-SP:063-2004 paver unit of any shade of approved quality as per relevant IS code, laid in pattern as directed in pavement, footpath, driveway (paver block only), etc including necessary underlay complete in all respect with all labour and material. [Border concrete if necessary to be paid separately]. Note: Subgrade CBR should not be less than 5.(c) 60 mm thick interlocking designer concrete paver block M- 35 grade for light-traffic zone,commercial & office complex,tourist resort as per IS: 15658-2006 (over 20-40 mm medium sand bed on 250mm thk WBM/ WMM base course & 250 mm thk bound gnaular /granular sub-base course including cost of sand for sand bed but excluding cost of base sub-base course & subgrade preparation.) NOTE : - Dumble shape. And ISI Mark with necessery teasting report. (ii) Coloured Decorative
Item No. 18.05 (b) , Page No: 332 (As per Road & Bridge Works schedule) (With effect from – 30/08/2018)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)
Supply fittings & fixing of Display Board at site.
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Add:- Cess @ 1%
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