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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.9 LAccepted-Finance C 37 1 RABINDRA PALLY KOLKATA 700086 | KOLKATA | WEST BENGAL | 700086 | ₹3.9 L | L1 | Accepted-Finance L1 |
| 2 | L2₹4.0 L+₹5,155.15 (1.31%)Rejected-Finance | ₹4.0 L+₹5,155.15 (1.31%) | L2 | Rejected-Finance L2 |
| 3 | L3₹4.0 L+₹7,516.29 (1.91%)Rejected-Finance 53 67 R N GUHA RD KOLKATA 700028 | 24 PARAGANAS NORTH | WEST BENGAL | 700028 | ₹4.0 L+₹7,516.29 (1.91%) | L3 | Rejected-Finance L3 |
Tender Value
₹3.9 L
EMD Value
₹7,900
Closing Date
14 Mar 2026, 12:00 pmClosed
THE EXECUTIVE ENGINEER (ROADS)
OFFICE OF THE DIRECTOR GENERAL (ROADS), ROADS DEPARTMENT, KOLKATA MUNICIPAL CORPORATION,CHAPLIN BHAWAN, 5/1 CHOWRINGHEE PLACE , KOLKATA-700 013
REPAIRING OF ROAD FROM PREM. NO 4/117A, VIDYASAGAR TO 263, GANGULI BAGAN IN WARD 99, BR-X.
2026_KMC_1015210_1
KMC/ROADS/2025-2026/904
Open Tender
CIVIL WORKS
Percentage
30 days
VIDYASAGAR ROAD
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹7,900
Yes
29 Jul 2026
2 Mar 2026
16 Mar 2026
2 Mar 2026
14 Mar 2026
2 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 | Picking up and removing old bituminous layer or sand sealing coat from old black topped surface and cleaning the exposed surface by scraping and stacking the material as directed. (a) By manual means : (iii) Above 100 mm thick. ( Ref :PWD (Rds & Brdgs)-2018, It. No. 18.02 Page No.331) | - | SQUARE METER | - | - |
| 2 | 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) ( Ref :PWD (Rds & Brdgs)-2018, It. No. 4.10(i) Page No.247 & page-222 sl. No- 1 & 5 (e)) | - | CUBIC METER | 1 | - |
| 3 | 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]) | - | METER | 1 | - |
| 4 | Taking out stone slab of kerb & channel of road side drain and stacking as directed. a) vertical kerb stone. ( Ref :Rate based on PWD Current SOR. [PWD(B)2017,p-303]) | - | METER | 1 | - |
| 5 | Cement concrete with graded jhama khoa (30 mm size) excluding shuttering In ground floor and foundation. (a) 1:3:6 proportion ( Ref :PWD (Bldg.)-2017, It. No. 1, Page No.23 & 3rd Corrigenda Addenda dtd-04.06.18, P-9 & 10) | - | CUBIC METER | - | - |
| 6 | Supplying and laying factory made vertical kerb stone of cement concrete M-20 (1:1.5:3) machanicaly vibrated size 500mm X 350mm X 150mm tapered at top, making joints with cement mortar (1:4) incldg cost of all materials and labours but excluding the cost of under bed (for road-diveder / footpath) ( Ref :Rate based on PWD Current SOR [PWD(B) 2017, 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) and 3rd Corr. & Adda, page-52, PWD-2018(R & B) p-332 (it -18.05)), Chapter-1, pg-227 I-1.03, pg-230,Table-I , Table III-2 pg-226, ) | - | EACH | - | - |
| 7 | Supplying and laying factory made flat channel stone of cement concrete M-20 (1:1.5:3) machanicaly vibrated; size 500mm X 300mm X 100 mm; making joints with cement mortar (1:4) incldg cost of all materials and labours but excluding the cost of under bed (for road-diveder) ( Ref :Rate based on PWD Current SOR [PWD(B) 2017, 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) and 3rd Corr. & Adda, page-52, PWD-2018(R & B) p-332 (it -18.05)), Chapter-1, pg-227 I-1.03, pg-230,Table-I , Table III-2 pg-226, ) | - | EACH | 1 | - |
| 8 | Resetting of Stone Slabs of kerb & channel of road side drain to correct line and level including cement pointing (1:2). a) Vertical Kerb ( Ref :Rate based on PWD Current SOR. [PWD(B) 2017, p-303 & 3rd corri. Addea dtd-04.06.2018. P-52 ]) | - | METER | 1 | - |
| 9 | 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 ]) | - | METER | - | - |
| 10 | SANITARY AND DRAINAGE WORKS (B)-(IV)INSPECTION PIT,SEPTIC TANK,SOAK PIT ETC.8.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) 35 MT load bearing capacity round manhole cover provided with two lifter hooks fitted with matching frame of size.Cover: 700 mm X 100 mm Frame: 910 mm X 185 mm opening: 560mm Weight: 245 kg (approx) | - | EACH | - | - |
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