Loading
Loading…
Loading…
| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹3.0 LAdmitted-Finance | +0.00% | ₹3.0 L | L1 | Admitted-Finance |
| 2 | L2₹3.1 L+₹7,890.07 (2.64%)Admitted-Finance 3 1 120 ANANDA PALIT ROAD ADJACENT AREA IN WARD NO 55 | KOLKATA | WEST BENGAL | 700001 | +2.64% | ₹3.1 L+₹7,890.07 (2.64%) | L2 | Admitted-Finance |
| 3 | L3₹3.1 L+₹15,272.06 (5.11%)Admitted-Finance | +5.11% | ₹3.1 L+₹15,272.06 (5.11%) | L3 | Admitted-Finance |
Tender Value
₹3.0 L
EMD Value
₹6,000
Closing Date
12 Sept 2026, 12:00 pmClosed
EXECUTIVE ENGINEER (C)/ BR - IX
11 belvedere road kolkata-700027
RESTORATION OF FOOTPATH PAVER BLOCK AT DURGAPORE LANE, RAJA SANTOSH ROAD AND SURROUNDING AREAS IN WARD 074
2026_KMC_1040072_1
KMC/IX/074/017/2026-2027
Open Tender
CIVIL WORKS
Percentage
60 days
BOROUGH -IX
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹6,000
21 Sept 2026
1 Sept 2026
14 Sept 2026
1 Sept 2026
12 Sept 2026
1 Sept 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 | BUILDING WORKS (A) EARTH WORK,ANTITERMITE TREATMENT 2. 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. | - | %M3 | 11,927 | - |
| 2 | 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. | - | SQM | 24 | - |
| 3 | Cement concrete with graded jhama khoa (30 mm size) excluding shuttering In ground floor and foundation. (a) 1:3:6 proportion | - | M3 | 4,572 | - |
| 4 | 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 | - | SQM | 124 | - |
| 5 | 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) | - | SQM | 875 | - |
| 6 | Supplying, fitting and fixing in position reinforced cement polymer concrete manhole / gully pit cover with matching frame as per I.S. 12592 (M.D.) i) 15 MT load bearing capacity gully pit cover with frame and hinge arrangement for opening of size Cover : 565 mm. X 410 mm. X 90 mm. Frame : 715 mm. X 565 mm. X 185 mm. Weight : 140 Kg. (approx.) | - | EA | 3,465 | - |
| 7 | Resetting of Stone Slabs of kerb & channel of road side drain to correct line and level including cement pointing (1:2). a) Vertical Kerb | - | MTR | 21.34 | - |
| 8 | 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. | - | MTR | 18.24 | - |
| 9 | Taking out stone slab of kerb & channel of road side drain and stacking as directed. b) flat channel stone. | - | MTR | 8.17 | - |
| 10 | Taking out stone slab of kerb & channel of road side drain and stacking as directed. a) vertical kerb stone. | - | MTR | 8.17 | - |
stage.html
html • 0.03 MB
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 • 1.45 MB
ROAD.pdf
Additional Documents • 2.42 MB
TF_74_17.pdf
Tender Documents • 0.75 MB
BOQ_2554135.xls
BOQ • 0.32 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .