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Tender Value
₹1.6 L
EMD Value
₹3,400
Closing Date
29 Sept 2026, 11:00 am2d left
EE(BR V)
22 SURYA SEN STREET KOL-12
REPAIRING AND RESTORATION OF ASPHALTUM ROAD SURFACE AT BAL MUKUNDA MAKKAR ROAD , RAJENDRA MALLICK ST , MUKTARAM BABU ST ETC AND DIFFERENT PLACES IN WARD NO -041
2026_KMC_1042458_1
KMC/EE(C)/Br-V/041/02/26-27
Open Tender
CIVIL WORKS
Percentage
90 days
WARD-41
Please refer Tender documents.
7 documents required · 7 mandatory
₹0
₹3,400
19 Sept 2026
19 Sept 2026
1 Oct 2026
19 Sept 2026
29 Sept 2026
19 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. | 29.21 | %M3 | 119.27 | ₹3,483.88 |
| 2 | Labour for picking up existing metalled road surface to a specified average depth, including screening and stacking the pavement (c) For average depth above 75 mm but not exceeding 150 mm by manual means:(i) Stone-metal surface. ( Ref :PWD (Rds & Brdgs)-2018, It. No. 18.01 Page No.331) | 317 | SQM | 25.5 | ₹8,083.5 |
| 3 | 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). (i) For Construction of Sub Base by consolidating Jhama metal / Laterite (63 mm to 45 mm) (Moorum replaced with course sand) (For compacted thickness 75mm) | 233.7 | SQM | 188.23 | ₹43,989.35 |
| 4 | Raising manhole cover and frame with CBW (1:4), 250mm thick up to 100mm high with 20mm thick sand and cement plaster including finishing with neat cement after cutting the asphaltum pavement and taking out and re-fixing the existing manhole cover and frame with cement concrete (1:1.5:3) with stone chips all round the frame surface including removal of surplus spoils. | 11 | EA | 1,793.55 | ₹19,729.05 |
| 5 | 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]) | 149.5 | MTR | 8.17 | ₹1,221.42 |
| 6 | 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. ( 3rd Corrigenda & addenda dated 04.06.2018) | 3.36 | M3 | 4,761 | ₹15,996.96 |
| 7 | 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 ]) | 149.5 | MTR | 18.3 | ₹2,735.85 |
| 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.) | 116.85 | SQM | 11.07 | ₹1,293.53 |
| 9 | 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). (i) On Bituminous Surface. (Using Bitumen Emulsion at the rate of 0.20 to 0.30 kg per sqm.) | 542.8 | SQM | 10.18 | ₹5,525.7 |
| 10 | 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 finisheri) Night 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 ) | 659.65 | SQM | 45 | ₹29,684.25 |
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