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Tender ID
| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical 6 3 EAST PHOOL BAGAN KOLKATA KOLKATA 700086 | KOLKATA | WEST BENGAL | 700086 | Admitted-Fee/PreQual/Technical |
| 2 | Admitted-Fee/PreQual/Technical 29 PAYARA BAGAN GARIA KOLKATA 24 700024 | KOLKATA | WEST BENGAL | 700024 | Admitted-Fee/PreQual/Technical |
Tender Value
₹59.4 L
EMD Value
₹1.2 L
Closing Date
25 Mar 2026, 11:00 amClosed
DG CIVIL
OFFICE OF DG CIVIL THE KOLKATA MUNICIPAL CORPORATION 5 S.N. BANERJEE ROAD KOLKATA 700013
Arrangement of Air Pollution control system (Civil Part) for Construction of 2 nos Wooden pyre with necessary other ancillary works at Garia Crematorium in Ward No.111
2026_KMC_1019509_1
KMC/DG(C)/EE(C/HQ) /165/2025-26, DATED-02/03/2026.
Open Tender
CIVIL WORKS
Percentage
90 days
HQ
Please refer Tender documents.
6 documents required · 6 mandatory
₹0
₹1.2 L
OFFICE OF DG CIVIL
27 Mar 2026
7 Mar 2026
27 Mar 2026
7 Mar 2026
25 Mar 2026
10 Mar 2026
9 Mar 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 | Dismantling all types of masonry excepting cement concrete plain or reinforced, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m.
a) In ground floor including roof. | 25.02 | Cum | 447 | ₹11,185.73 |
| 2 | Dismantling all types of plain cement concrete
works, stacking serviceable materials at site and
removing rubbish as directed within a lead of 75m.
In ground floor including roof.
(a) upto 150 mm. thick | 29.48 | Cum | 939 | ₹27,679.84 |
| 3 | Dismantling R.C. floor, roof, beams etc. including
cutting rods and removing rubbish as directed
within a lead of 75 m. including stacking of steel
bars.
(a) In ground floor including roof. | 6.75 | Cum | 1,956 | ₹13,197.13 |
| 4 | Removal of rubbish,earth etc. from the working site and disposal of the same beyond the compound, in conformity with the Municipal / Corporation Rules for such disposal, loading into truck and cleaning the site in all respect as per direction of Engineer in charge | 61.25 | Cu.M. | 166 | ₹10,167.33 |
| 5 | 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. | 0.8 | %Cum | 11,927 | ₹9,541.6 |
| 6 | (b) Depth of excavation for additional depth beyond 1,500 mm. and upto 3,000 mm. but not requiring shoring for Septic tank | 0.16 | %Cum | 19,238 | ₹3,078.08 |
| 7 | Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work) | 0.27 | %Cum | 7,754 | ₹2,062.56 |
| 8 | Earth work in filling in compound, tank, low land,
ditches etc. with good earth, in layers not exceeding 150 mm. including breaking clods and consolidating the same by ramming and dressing complete. (Payment will be made on profile measurement before
and after the work)
(iii) With carried earth arranged by the contractor
within a radius exceeding 5 km. but not exceeding 10 km. including cost of carried earth. | 0.62 | %Cum | 51,236 | ₹31,971.26 |
| 9 | (A) 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 | 1.6 | %Cum | 1,31,714 | ₹2,10,874.11 |
| 10 | b) Anti termite treatment to back filling of the
masonry foundation with chemical emulsion by
admixing chloropyrofos emulsifiable concentrates
(1% concentration) with water by weight at the rate of 7.5 Litres per sq. m. of the vertical surface of the substructure for each side of the foundation.. The work shall be carried out as per specification described in 6.2.2. of code IS-6313 (part -II) 1981. (Mode of measurment will be vertical area treated.) | 314.99 | Sqm. | 130 | ₹40,948.7 |
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BOQ_2505357.xls
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CIVIL.pdf
Additional Documents • 4.88 MB
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