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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹55.6 LAdmitted-Finance DEKURI BARDHAMAN | HOOGHLY | WEST BENGAL | 712122 | -5.23% | ₹55.6 L | L1 | Admitted-Finance |
| 2 | L2₹61.9 L+₹6.3 L (11.3%)Admitted-Finance 1 27 G B ROAD KOLKATA 700028 | KOLKATA | KOLKATA | WEST BENGAL | 700028 | +5.50% | ₹61.9 L+₹6.3 L (11.3%) | L2 | Admitted-Finance |
| 3 | L3₹65.7 L+₹10.1 L (18.2%)Admitted-Finance | +11.99% | ₹65.7 L+₹10.1 L (18.2%) | L3 | Admitted-Finance |
Tender Value
₹58.7 L
EMD Value
₹1.2 L
Closing Date
25 Aug 2026, 2:00 pmClosed
D.G.(S_D)
5, S.N. BANERJEE ROAD Kolkata-700 013
SHIFTING AND RELOCATION OF SEWER LINE ALONG WESTERN SIDE OF D.H ROAD FROM MANILAL BANERJEE ROAD TO KHIDDERPORE CROSSING UNDER BR IX
2026_KMC_1037193_1
S_D_CEN_BRIX_KCMT_2611
Open Tender
CIVIL WORKS
Percentage
60 days
D.H ROAD FROM MANILAL BANERJEE ROAD TO KHIDDERPORE
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹1.2 L
2 Sept 2026
11 Aug 2026
27 Aug 2026
11 Aug 2026
25 Aug 2026
11 Aug 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 : 2) Hire and labour charges for
100 mm dia bamboo railing on Jhau/Eucalyptus post 1.40 m above
G.L and 0.60 m below G.L tied strongly with bamboo railing with coir rope, digging holes for posts in any sort of soil or concrete 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 to be paid
separately). (a) 100 mm. dia bamboo railing and 150 mm. dia.
Jhaubullah/Eucalyptus posts @ 1.80 m. apart. (i) Railing with 4 rows. | - | METER | 82 | - |
| 2 | 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 | - |
| 3 | CHAPTER - I [ SUPPLEMENTARY ] EXCAVATION, SHORING,
BAMBOO PILING, FENCING & SIGN BOARD, LIGHTING & SIGNALING AND SITE CLEANING ETC. 1.14 Signalling arrangement at both sides of site to avoid any accident during working period 4 nos. red flags during sunlight at 4 corners and 2 nos light (lamp) in other than sunlight. | - | DAILY | 202 | - |
| 4 | CHAPTER - I [ SUPPLEMENTARY ] EXCAVATION, SHORING,
BAMBOO PILING, FENCING & SIGN BOARD, LIGHTING &
SIGNALING AND SITE CLEANING ETC. 1.12 Supplying sign-board
made of 25 mm thick sal plank with frame on all side of sal batten 50
mm x 32 mm with nailed on post 3.15m x 100mm x100mm and fitting
fixing such with digging holes of dia 300 mm and depth 750 mm in all
sorts of soil and repacking and consolidating the gap aroundthe post
with cement concrete (1 : 3 : 6) painting 2 coats including cost of
nails, bolts and nuts etc. complete in all respect as per direction of
theEngineer-in-charge. Payment of concrete and painting to be made
separately. (i) 600 mm. x 450 mm. size of board. | - | EACH | 427 | - |
| 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. (a) Depth of excavation not exceeding
1,500 mm. | - | CUBIC METER PERCENT | 119.27 | - |
| 6 | 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 | - | CUBIC METER PERCENT | 192.38 | - |
| 7 | PROTECTIVE AND LINING WORKS IN CANALS & CHANNELS
AND OTHER FLOOD PROTECTIVE MEASURES 2.24.Supplying to
site empty cement polythene bags (capacity 50kg) in good condition
including stacking, incedental charges etc. all complete (capacity 50
kg). | - | EACH | 6 | - |
| 8 | PROTECTIVE AND LINING WORKS IN CANALS & CHANNELS
AND OTHER FLOOD PROTECTIVE MEASURES 2.27.Labour
charges for filling empty cement gunny bag / polythene bag (capacity 50 kg) with all kinds of earth (wet or dry), sand or agreegates(stone / brick) and sewing as done in case of cement bags ,( tying with a knot after filling will not be accepted ) , and stacking within a lead of 30 metre as per direction of Engr-in-charge (cost is excluding the cost of any types of filling materials). NB:- Volume of earth/ sand filled bags should not be less than 0.028 cum/bag | - | EACH | 7 | - |
| 9 | PROTECTIVE AND LINING WORKS IN CANALS & CHANNELS
AND OTHER FLOOD PROTECTIVE MEASURES 2.29.Dumping in
position earth / sand filled gunny / poly bags (capacity 50kg) within a
lead of 30 metre inclusive of all lifts. | - | EACH BAG | 3 | - |
| 10 | PROTECTIVE AND LINING WORKS IN CANALS & CHANNELS AND OTHER FLOOD PROTECTIVE MEASURES 2.32.Removing
earth/sand filled poly bags/gunny bags from the channel bed/slope
and initially depositing the same near channel bank at a place as
directed by the Engineer-in Charge for measurement of Bag. & then
disposing off the same at a distance not less than 150 metre from the channel site. | - | EACH BAG | 6 | - |
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