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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.3 CrAdmitted-Finance | +2.24% | ₹1.3 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.3 CrAdmitted-Finance | +6.40% | ₹1.3 Cr | L2 | Admitted-Finance |
| 3 | L3₹1.4 CrAdmitted-Finance | +8.80% | ₹1.4 Cr | L3 | Admitted-Finance |
Tender Value
₹1.3 Cr
EMD Value
₹2.6 L
Closing Date
30 Mar 2026, 2:00 pmClosed
DG S AND D
CMO BUILDING 5 S N BANERJEE ROAD KOLKATA-700013
IMPROVEMENT OF STORM WATER DRAINAGE NETWORK FROM SREENATH MUKHERJEE LANE TO 6L/1 UMAKANTA SEN LANE AND ITS ADJACENT AREA IN WD NO 4 UNDER BR.I
2026_KMC_1015680_1
KMC/DG(S_D)/N/25-26/225
Open Tender
CIVIL WORKS
Percentage
75 days
SREENATH MUKHERJEE LANE
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹2.6 L
Yes
CHAMBER OF DG S AND D
29 Jul 2026
27 Feb 2026
2 Apr 2026
27 Feb 2026
30 Mar 2026
6 Mar 2026
5 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 | BUILDING WORKS. (T)MISCELLANEOUS WORKS: A. SPECIAL
WORKS. III. EVENT MANAGEMENT : 1) Hire and labour charges for
75 mm dia bamboo railing on Jhau/Eucalyptus or other approved
timber posts 1.4 m above G.L. and 0.60 m below G. including tying
strongly with coir ropes and boring holes for posts in any soil/
concrete surface/Bituminious surface packing the sides etc including
cost of carriage of all materials and labour complete including cost of
restoration to the damages of the ground to its original condition as
per direction of Engineer in charge after removing the barricade.
(Cost of restoration would be paid separately.) (a) 75mm. dia bamboo
railing & 125mm. dia Jhau/Eucalyptus/other approved timber posts @
1.60m apart. (i) Railing with 4 rows. | - | METER | 57 | - |
| 2 | BUILDING WORKS (E) ROOFING, SHEET WALLING
&WATERPROOF TREATMENT . A. ROOFING & SHEETWALLING
30. Walling or roofing fitted and fixed complete with cut drum sheets
including the cost of drums, cost of cutting drums and
flattening the sheets and cost of necessary nails and screws. (Cost of
empty bitumen drums issued by the Deptt. will be
recovered at Rs. 100.00 for each drum) | - | SQM | 348 | - |
| 3 | CHAPTER - VIII SUPPLYING OF MATERIALS HIRE CHARGES OF
MACHINERIES 8.29Hire charges for engaging Air Compressor machine with minimum pressure capacity of 5.0 Kg/sq.cm
arrangement including all necessary equipments and operating staff,
carriage, fuel, Tools and plants all complete for cutting Road / hard
crust cutting with pneumatic hammer at desired point in water supply
works as per direction of EIC . a) With Pneumatic hammers For
minimum engagement of 8 hrs. In a day | - | DAILY | 6,000 | - |
| 4 | 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. | 1 | %CUM | 11,927 | ₹11,927 |
| 5 | 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 (b) Depth of excavation for additional
depth beyond 1,500 mm. and upto 3,000 mm. but not requiring
shoring | 1 | %CUM | 19,238 | ₹19,238 |
| 6 | Hire and labour charges for shoring work (including necessary close
plank walling, framing, Eucalyptus/Jhou bulla piling, strutting etc)
complete as per direction of the Engineer-in-charge for excavation
works (vertical surface are in contact with supported earth is to be
measured.) (This item should be executed on specific direction of the
Enginner in charg(e).With 5.0 cm. thick timber planks. For depth upto
6.00 M below G.L. a) Beyond 1.0 M. upto 2.0 M trench width . | 1,895.9 | SQM | 727 | ₹13,78,319.3 |
| 7 | Hire and labour charges for shoring work (including necessary close
plank walling, framing, Eucalyptus/Jhou bulla piling, strutting etc)
complete as per direction of the Engineer-in-charge for excavation
works (vertical surface are in contact with supported earth is to be
measured.) (This item should be executed on specific direction of the
Enginner in charg(e).With 5.0 cm. thick timber planks. For depth upto
6.00 M below G.L b) Beyond 2.0 M. and upto 4.0 M. trench width | 319.68 | SQM | 754 | ₹2,41,038.72 |
| 8 | BUILDING WORKS(P) SOLING, EDGING AND
METALLING??(1)Brick soling with picked jhama bricks including
preparation of bed as necessary with brick joints properly filled in and
packed with powdered earth and including necessary cushion of
similar material below the soling (and in between layers when more
than one layer is used) completes as per direction.(a) Single brick flat
soling (thickness 75 mm.) | 1 | CUM | 339 | ₹338.97 |
| 9 | 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 (a)
1:3:6 proportion | - | CUM | 4,572 | - |
| 10 | 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 | - | EACH | 4,373 | - |
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