Loading…
Loading…
| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹5.0 LAdmitted-Finance | +0.00% | ₹5.0 L | L1 | Admitted-Finance |
| 2 | L2₹5.1 LAdmitted-Finance 00 MISSA MISSA NAGAON NAGAON ASSAM 782138 UDYAM AS 22 0003349 | NAGAON | ASSAM | 782138 | +3.24% | ₹5.1 L | L2 | Admitted-Finance |
| 3 | L3₹5.3 LAdmitted-Finance 94 SURVEY PARK MAIL C 112 SURVEY PARK KOLKATA 700075 | KOLKATA | WEST BENGAL | 700075 | +5.87% | ₹5.3 L | L3 | Admitted-Finance |
Tender Value
₹5.0 L
EMD Value
₹10,000
Closing Date
9 Mar 2026, 2:00 pmClosed
EXECUTIVE ENGINEER (C)/ BR - IX
11, BELVEDERE ROAD KOL 27
RELAYING OF PAVER BLOCK FOOTPATH AT HARSIH MUKHERJEE ROAD FROM AJC BOSE ROAD TO SUHASHINI GANGULLY SARANI IN WARD NO 071
2026_KMC_1016487_1
KMC/IX/071/074/2025-2026/R
Open Tender
CIVIL WORKS
60 days
BOROUGH -IX
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹10,000
22 May 2026
28 Feb 2026
11 Mar 2026
28 Feb 2026
9 Mar 2026
28 Feb 2026
Earthwork in cutting to form road section in correct profile including removal of spoil not exceeding initial lead of 50m and initial lift of 1.5m (Mode of measurement: pre works and post work
BUILDING WORKS(D) Flooring..A. ORIGINAL WORKS..(3)Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches.
Cement concrete with graded jhama khoa (30 mm size) excluding shuttering In ground floor and foundation. (a) 1:3:6 proportion
Supplying, spreading and compacting Sand to required thickness, in layers not exceeding 150 mm to proper gradient and camber, inundating each layer by water and packing and ramming layer by layer to achieve desired compaction, including lighting, guarding, barricading and making adequate earthen bundh where necessary, curing with water as per direction, mending cracks and depressions by ramming wherever necessary. Note:- Add cost at site of the materials to arrive at the complete rate. The compaction factor for dry, clean sand may be taken as 0.835. (The payment is to be made on the basis of finished compacted volume). (a) For Fine Sand
Laying of interlocking Paver Blocks as per approved design over 20-30mm th medium yellow sand bed with true to line,lavelling,proper compaction with vibrator etc. with jointing with kerb/edge should be made with Cement Concrete (1:2:4)etc. as per the direction of the Engineer-in-charge and including cost of materials,labour etc. complete
Supplying and Laying in the specified pattern of Interlocking Concrete Block Pavements (ICBP) with concrete blocks (with Concrete grade as specified as per Table 1 of IS 15658 : 2006) manufactured from BIS licensee 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 Cl. No 3.26 of IS: 15658)and of specified size and shape with aspect ratio (The ratio of length to thickness of a paver block, as per CL.No.3.3 of IS: 15658) as per Table 2 of IS :15658 with flexural 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 design and drawing with a cushion of compacted bedding sand of 25-35 mm thick (grading of the bedding sand as per clanse 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 he us per clause 6.5.2 of IRC SP 63) and completing the edges with cut blocks as per Cl. No. 8.7 af IRC SP-63(2018) with proper confinement of bedding and joint filling sand, compaction levelling and filling up of the edge gap. 50mm thick (ii) Coloured Decorative (12th Corrigenda & addenda dated14.10.2020)
Resetting of Stone Slabs of kerb & channel of road side drain to correct line and level including cement pointing (1:2).a) Vertical Kerb ( Ref :Rate based on PWD Current SOR. [PWD(B) 2017, p-303 & 3rd corri. Addea dtd-04.06.2018. P-52 ])
Resetting of Stone Slabs of kerb & channel of road side drain to correct line and level including cement pointing (1:2). b) flat channel stone. ( Ref :Rate based on PWD Current SOR. [PWD(B) 2017, p-303 & 3rd corri. Addea dtd-04.06.2018. P-52 ])
Sub Total
Please Enable Macros to View BoQ information
stage.html
html • 0.03 MB
tech_bid_open.pdf
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 1.38 MB
ROAD.pdf
Additional Documents • 2.42 MB
T_D.pdf
Tender Documents • 0.58 MB
BOQ_2497074.xls
BOQ • 0.29 MB
Download all tender documents and submit your bid