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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.8 LAccepted-Finance 36 1 1 H 2 PULAN KHATIK ROAD KOLKATA 15 KOLKATA KOLKATA 700015 | KOLKATA | WEST BENGAL | 700015 | L1 | Accepted-Finance FINANCIAL BID IS OPENEED | |
| 2 | L2₹2.9 L+₹8,422.82 (2.99%)Rejected-Finance 132 02 ASAMANIA DEY STREET P O SANTIPUR DIST NADIA PIN 741404 | SANTIPUR | NADIA | WEST BENGAL | 741404 | L2 | Rejected-Finance FINANCIAL BID IS OPENEED | |
| 3 | L3₹2.9 L+₹12,817.34 (4.55%)Rejected-Finance 19 3A MUNSHIGANJ ROAD KHIDDERPORE KOLKATA 700023 | KOLKATA | WEST BENGAL | 700023 | L3 | Rejected-Finance FINANCIAL BID IS OPENEED |
Tender Value
₹2.8 L
EMD Value
₹5,700
Closing Date
9 Oct 2026, 12:00 pmClosed
EX-ENG-IX
THE KOLKATA MUNICIPAL CORPORATION 11,BELVEDERE ROAD KOLKATA-700027
RESTORATION OF ROAD SURFACE AND ALLIED WORKS AT SCHOOL ROW AND SURROUNDING AREAS IN WARD NO 071
2026_KMC_1043522_4
KMC/IX/071/2026-2027
Open Tender
CIVIL WORKS
Percentage
60 days
BR-IX
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹5,700
14 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. | 0.9 | %M3 | 11,927 | ₹10,734.3 |
| 2 | Taking out stone slab of kerb & channel of road side drain and stacking as directed. b) flat channel stone. ( Ref :Rate based on PWD Current SOR. [PWD(B)2017,p-303]) | 150 | MTR | 8.17 | ₹1,225.5 |
| 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 (a) 1:3:6 proportion | 5.06 | M3 | 4,572 | ₹23,134.32 |
| 4 | Resetting of Stone Slabs of kerb & channel of road side drain to correct line and level including cement pointing (1:2).b) flat channel stone. ( Ref :Rate based on PWD Current SOR. [PWD(B) 2017, p-303 & 3rd corri. Addea dtd-04.06.2018. P-52 ]) | 150 | MTR | 18.3 | ₹2,745 |
| 5 | Supplying, fitting and fixing in position reinforced cement polymer concrete manhole / gully pit cover with matching frame as per I.S. 12592 (M.D.) i) 15 MT load bearing capacity gully pit cover with frame and hinge arrangement for opening of size Cover : 565 mm. X 410 mm. X 90 mm. Frame : 715 mm. X 565 mm. X 185 mm. Weight : 140 Kg. (approx.) | 3 | EA | 3,465 | ₹10,395 |
| 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) | 304.71 | SQM | 361 | ₹1,10,000.31 |
| 7 | Water Bound Macadam Sub Base by consolidating Jhama metal / Laterite chelly or stone metal / shingles of specific size in hard crust to requisite thickness (measured after compaction) in layers including screening of metals etc. as necessary, hand packing, sweeping, watering and rolling in stages with power roller to proper line, grade and camber, lighting, guarding & barricading and making necessary earthen bundh of one metre width on each side where necessary to protect edges and preparing the bed by necessary cutting or filling and rolling all complete including the cost of all materials and hire and labour charges of all men and machineries and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (ii) For Construction of Sub Base by consolidating Brick Bats / Laterite (90 mm to 45 mm) (For compacted thickness 100mm) | 175.48 | SQM | 194.49 | ₹34,129.11 |
| 8 | Providing and applying tack coat with Cationic Bitumen Emulsion of approved grade conforming to IS: 8887-1978 on the prepared surface cleaned with Hydraulic broom, moistening the surface including cost and carriage of emulsion, hire charges of machinery and labour, cost of fuel and lubricants all complete as per Clause 503 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).(ii) On Granular surfaces treated with primer. (Using Bitumen emulsion at the rate of 0.25 to 0.30 kg per sqm.) ( Ref :PWD (Rds & Brdgs)-2018, Page No.213 (Table No.3.3?1) & Page No. 251, It. No. 5.02, Table no.I-2 of pg-219, pg-220 Format-B, PWD(R&B) 2018, pg-228 item-1.03 (i), Pg-230,Table-I, It-4,) | 243.68 | SQM | 10.33 | ₹2,517.21 |
| 9 | Transportation and laying 40 mm thick hot asphaltum mixture from kmc plant to the work site including rolling but excluding the cost of tack coat (covered area- 1250 square meter per 100 mt hot-mixture)a) without paver finisher i) Day Time ( Ref :As per KMC Rates, taxes, fees & Charges for the year 2019-2020, As per present market Price, Rate appvd. By D.G.(Civil) Circular No-21 of 2016-17 dtd-25.10.16 vide resolution MIC meeting (Item no-M-29.22 dtd-21.09.16), Mpl. Secretary Circullar no-02 of 2018-19 dtd.04.04.2018 ) | 243.68 | SQM | 41 | ₹9,990.88 |
| 10 | 35mm thick Cement Concrete Pavement (1:2:4) in floor/footpath etc. with graded stone chips 11.2mm down,properly leveled with 3mm thick screen on top by cement slurry [email protected] cement per Sqm. Rounding off corners, chequering as required including taking necessary protective measure complete in Gr.floor/footpath. | 129.07 | SQM | 244 | ₹31,493.32 |
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