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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.5 LAdmitted-Finance | L1 | Admitted-Finance | ||
| 2 | L2₹1.6 L+₹2,767.90 (1.79%)Admitted-Finance | L2 | Admitted-Finance | ||
| 3 | L3₹1.6 L+₹4,793.56 (3.10%)Admitted-Finance 56 C 2 BIDHANNAGAR ROAD KOLKATA WEST BENGAL 700067 | KOLKATA | KOLKATA | WEST BENGAL | 700067 | L3 | Admitted-Finance |
Tender Value
₹1.5 L
EMD Value
₹3,100
Closing Date
9 Oct 2026, 11:00 amClosed
EE(C),BR-II
79,BIDHAN SARANI
REPAIRING OF UTTARAN IP ,PAVER BLOCK SURFACE AT 127,143/6 MD ROAD ,17,10 BENIATOLA ST,6 RAMDHAN KHAN LANE,18,20 NB ST.,5 NB LANE , ETC IN WARD NO.19
2026_KMC_1043602_1
KMC/EEC/II/019/06/26 27/UTT,3rd
Open Tender
CIVIL WORKS
Percentage
45 days
WARD-19
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹3,100
13 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 | Earthwork in cutting to form road section in correct profile including removal of spoil not exceeding initial lead of 50m and initial lift of 1.5m (Mode of measurement: pre works and post work | 37.44 | M3 | 79.9 | ₹2,991.22 |
| 2 | BUILDING WORKS (B) DISMANTLING, CUTTING CHASE, HOLES ETC 6. Dismantling artificial stone flooring upto 50 mm. thick by carefully chiselling without damaging the base and removing rubbish as directed within a lead of 75 m. a) In ground floor including roof. | 46.96 | SQM | 50 | ₹2,348 |
| 3 | Labour for taking out old soling edging including removing debris.(a) Single flat soling ( Ref :PWD (Bldg.)-2017, It. No. 15, Page No. 230) | 46.96 | %M2 | 9.81 | ₹460.68 |
| 4 | Labour for laying single brick flat soling including ramming and dressing bed to proper level and filling joints with powdered earth. ( Ref :PWD (Bldg.)-2017, It. No. 2, Page No. 14) | 21.13 | SQM | 40 | ₹845.28 |
| 5 | Lowering cover and frame of Special Inspection Pit with CBW (1:4), 250 mm thick up to 100mm high with 20mm thick sand and cement plaster (1:4) including finishing with neat cement after cutting the asphaltum pavement taking out and re-fixing the existing cover and frame with cement concrete (1:1.5:3) with stone chips all round the frame surface including removal of surplus spoils. ( Ref :Rate based on PWD Current SOR,PWD(R&B) 2018, p-233 (it -2.05), p-332(it-18.06), p-222 sl-5(a), p-332 (it -18.05)), pg-227, I-1.03, pg-230,Table-I , Table III-2 pg-226,PWD(B) 2017 , p-189 (it -1) and 3rd corria. & Adda., p-49&50, Date 04.06.2018, p-192 (it -15), p-26 (it -10(i)), consumption chart pg-B-60, sl-3 and Annex-II , Format-A & 3rd Corr. & adda. dtd-04.06.2018, p-303 , p-191 (i -6) | 2 | EA | 1,701.24 | ₹3,402.48 |
| 6 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. ( Ref :PWD (Bldg.)-2017, It. No. 1, Page No.14 & 3rd Corrigenda Addenda dtd-04.06.18,P-1) | 82.17 | SQM | 361 | ₹29,662.65 |
| 7 | BUILDING WORKS (A) EARTH WORK,ANTITERMITE TREATMENT 4. (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) | 6.54 | %M3 | 936.21 | ₹6,124.92 |
| 8 | 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. | 87.23 | SQM | 24 | ₹2,093.52 |
| 9 | ORDINARY CEMENT CONCRETE ( MIX 1:2:4 ) WITH GRADED STONE CHIPS ( 20 MM NOMINAL SIZE) EXCLUDING SHUTTERING AND REINFORCEMENT, IF ANY, IN GROUND FLOOR AS PER RELEVANT IS CODES | 6.54 | M3 | 5,498 | ₹35,969.29 |
| 10 | 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 | 74.15 | SQM | 124 | ₹9,194.04 |
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