Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.0 LAccepted-Finance | L1 | Accepted-Finance 1st lowest bidder | |
| 2 | L2₹2.0 L+₹5,920 (3.00%)Rejected-Finance | L2 | Rejected-Finance 2nd lowest bidder | |
| 3 | L3₹2.1 L+₹8,209 (4.16%)Rejected-Finance 18 1 CHANDI CHARAN GHOSH ROAD BARISHA KOLKA 700008 | KOLKATA | WEST BENGAL | 700008 | L3 | Rejected-Finance 3rd lowest bidder |
Tender Value
₹2.0 L
EMD Value
₹4,000
Closing Date
9 Oct 2026, 11:00 amClosed
EE(BR V)
22 SURYA SEN STREET KOL-12
RESTORATION OF I.P.S PASSAGE AND ANCILARY WORKS TO BE DISTURBED BY W/S DEPARTMENT AT BROJO NATH DUTTA LN. IN WARD 48 UNDER BR-V.
2026_KMC_1043274_1
KMC/EE(C)/Br-V/048/11/26-27/R
Open Tender
CIVIL WORKS
Percentage
21 days
WARD-48
Please refer Tender documents.
7 documents required · 7 mandatory
₹0
₹4,000
12 Oct 2026
29 Sept 2026
12 Oct 2026
29 Sept 2026
9 Oct 2026
29 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. | 22 | %M3 | 119.27 | ₹2,623.94 |
| 2 | SECTION(B) - SANITARY AND DRAINAGE WORKS.(B)-(II) SOIL PIPE AND FITTINGS.(a) Original Works.(16.)Supplying, fitting and fixing with cement jointing (3:1) salt glazed stoneware pipe including excavation of earth upto 1.50 metre depth in all sorts of soil both mixed or unmixed and refilling (but excluding concreting at bottom and sides).(iii) 150 mm | 5.09 | MTR | 334 | ₹1,700.06 |
| 3 | BUILDING WORKS ( C ) Brickworks,Concrete Works etc B. CONCRETE WORKS 1. Cement concrete with graded jhama khoa (30 mm size) excluding shuttering In ground floor and foundation (b) 1:4:8 proportion. ( 3rd Corrigenda & addenda dated 04.06.2018) | 1.37 | M3 | 4,566 | ₹6,255.42 |
| 4 | BUILDING WORKS ( C ) BRICKWORKS, CONCRETE WORKS Etc. A. BRICK WORKS 1. Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. ( 3rd Corrigenda & addenda dated 04.06.2018) | 115.09 | SQM | 361 | ₹41,547.49 |
| 5 | Constructing Special Inspection chamber pit (size 900 mmX600 mm) to a depth of 1.15 metre (insid(e), 250 mm thick 1st class brick work (1:4) in all sides over a layer of jhama brick soling and 150 mm thick Jhama cement concrete (1:4:8) including necessary earth work, invert with ordinary cement concrete (1:2:4) with stone chips over brick-on-edge flooring, plastering inside with 20 mm thick cement plastering (1:4) and neat cement punning, including supplying,fitting and fixing one 450 mm. dia (15 MT) heavy duty RCPC manhole cover of approved make with R.C.C. slab of 100 mm thick with cement concrete (1:1.5:3) with stone chips including necessary reinforcement, shuttering and CI foot steps (4 kg each) (Depth of invert between 1.15 m to 1.80 m below G.L.) | 1 | EA | 18,392 | ₹18,392 |
| 6 | BUILDING WORKS ( C ) Brickworks,Concrete Works etc A. BRICK WORKS 7. Brick work with 1st class bricks in cement mortar (1:4) (a) In foundation and plinth. ( 3rd Corrigenda & addenda dated 04.06.2018) | 5.85 | M3 | 5,682 | ₹33,239.7 |
| 7 | SECTION 1. ------------BUILDING WORKS (I) PLASTERING, POINTING ETC. A. ORIGINAL WORKS 1.Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface](ii) With 1:4 cement mortar (a) 20 mm thick plaster(3rd Corrigenda & addenda dated 04.06.2018) | 18.6 | SQM | 194 | ₹3,608.4 |
| 8 | SECTION 1. ------------BUILDING WORKS (I) PLASTERING, POINTING ETC. A. ORIGINAL WORKS 15 Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. NOTE:Cement 0.152 cu.m per100 sq.m. | 18.7 | SQM | 34 | ₹635.65 |
| 9 | SANITARY AND DRAINAGE WORKS (B)-(IV)INSPECTION PIT,SEPTIC TANK,SOAK PIT ETC.8.Supplying, fitting and fixing in position reinforced cement polymer concrete manhole /gully pit cover with matching frame.As per I.S-12592(M.D) (iv) 15 MT load bearing capacity round manhole cover provided with two lifter hooks fitted with matching frame of size Cover: 460 mm X 75 mm Frame: 620 mm X 150 mm opening: 360mm Weight: 100 kg (approx) | 6 | EA | 2,536 | ₹15,216 |
| 10 | BUILDING WORKS (A) EARTH WORK,ANTITERMITE TREATMENT 4. Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity) (B) Do - by fine sand(5th Corrigenda & addenda dated 16.04.2019) | 8.26 | %M3 | 1,317.14 | ₹10,879.05 |
stage.html
html • 0.04 MB
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
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 • 0.23 MB
Tendernotice_2.pdf
PDF • 0.10 MB
Tendernotice_3.pdf
PDF • 0.83 MB
Tendernotice_4.pdf
PDF • 0.82 MB
BOQ_2560033.xls
BOQ • 0.31 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 .