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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.5 LAccepted-Finance AMDANGRA GP MZ RAJPUR JL NO 143 PLOT NO 822FUND 15TH FC TIED 2 | LUNGLEI | MIZORAM | 796186 | ₹1.5 L | L1 | Accepted-Finance LOWEST BIDDER |
| 2 | L2₹1.6 LAccepted-Finance | ₹1.6 L | L2 | Accepted-Finance HIGHER THEN L1 |
| 3 | L2₹1.6 LAccepted-Finance COLLAGE MORE P O NALHATI DIST BIRBHUM PIN 731220 | BIRBHUM | WEST BENGAL | 731220 | ₹1.6 L | L2 | Accepted-Finance HIGHER THEN L1 |
| 4 | L3₹1.6 LAccepted-Finance | ₹1.6 L | L3 | Accepted-Finance HIGHER THEN L1 |
| 5 | L4₹1.6 LAccepted-Finance | ₹1.6 L | L4 | Accepted-Finance HIGHER THEN L1 |
Tender Value
₹1.6 L
EMD Value
₹3,108
Closing Date
21 Jan 2026, 2:00 pmClosed
Pradhan
Pradhan, Matikunda-I Gram Panchayat
Construction on Paver Block Road from PMGSY road to Bimal paul house via Pradeep paul house at Haskunda sansad
2026_ZPHD_984649_1
14/MI/2026
Open Tender
CIVIL WORKS
45 days
Matikunda-I Gram Panchayat
Please refer Tender documents.
2 documents required · 2 mandatory
₹250
5355010000826 IFSC PUNBORRBBGB
₹3,108
Yes
27 Feb 2026
13 Jan 2026
24 Jan 2026
13 Jan 2026
21 Jan 2026
13 Jan 2026
[P-237 It.- 3.1 P.W. (Road schedule)] Analysis Enclosed Earthwork in excavation from borrow pits (land owned /arranged by the Contractor) 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. (Carried Earth) With carried earth lead up to 1.00km
[ P-01, It- 01.] PWD Building Schedule] Surface Dressing of the ground in any kind of soil including removing vegetation inequalities not exceeding 15 cm depth and disposal of the rubbish within a lead upto 75 m as directed.
P-42867,It-12.4 of PWD Road Schedule] Analysis Enclosed Sand filling in foundation trenches and at the back of abutments, wing-walls etc. with good local sand free from earth in layers not exceeding 15 cm. including inundating each layer by profuse water and poking and ramming layer by layer complete including supply of sand. 2.Compaction factor of dry clean sand is 0.835.
[ P-332, It- 18.05. (b).] 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. Where staging is not required
[ P-240, It.- 3.16 P.W. (Road schedule)] Box cutting or filling in Road embankment in all sorts of soil including spreading the spoils properly over the flank as necessary or on berm to approximate grade & camber and rolling the sub-grade with power roller to proper camber and grade as per direction and satisfaction of Engineer-in-charge including uprooting and removing plants and jungles when and where necessary.
[ P-332, It- 18.07. (b). (Road schedule)] Analysis Enclosed. Providing and laying Design Mix concrete for plain / reinforced concrete work in any part of bridge (excluding bottom plugging) with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete but excluding cost of labour and materials for formwork & reinforcement works. North Bengal variety M-20 Grade Using concrete mixer
[ P-4 of 9 , It- 3. 12th Corr.] PWD Building Supplying and Laying in the specifted pattern of Interlocking Concrete Block Pavements (ICBP) with concrcte blocks ( with Concrete grade as specified as per Table 1 of IS 15658 :2006) manufactured from BIS Iicensee manufacturer , with spacer nib (Small protruding profiles on the vertical face of a paver block used as a device for keeping minimum joint gap in between the paving blocks as per CI. No 3.26 of IS :15658)and of specified site and shape with aspect ratio (The ratio of length to thickness of a paver block, as per CI.NO.3.3 of IS: 15658 as per Table 2 of IS : 15658 with fiexural strength/breaking load as per Annexure G of IS:15658 on the prepared base course of specified CBR as per Table 1 of IRC SP 63 (2018) or else as mentioned in desing and drawing with a cushion of compacted bedding sand of 25-35 mm thick ( grading of the bedding sand as per clause 6.5.1 of IRC SP-63) and filling up the gaps in between paver blocks with joint filling sand (the grading of the joint filling sand will be as per clause 6.5.2 of IRC SP-63)and completing the edgse with cut blocks as per CI. No 8.7 of IRC SP-63(2018) with proper confinment of bedding and joint filling sand , compaction,levelling and filling up of the edgs gap. 60 mm thick (ii) Coloured Decorative
Material testing Report (LS)
Providing and fixing display board with Marbel slab 2' x 1.5 size fitting fixing Writing all complete (LS)
Add 9% CGST + 9% SGST @ 18%
Add Cess @1%
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